Ga. Comp. R. & Regs. R. 110-11-1-.16 - Adoption of the 2006 International Building Code with Georgia Amendments, the 2006 International Residential Code for One- and Two- Family Dwellings with Georgia Amendments, the 2006 International Fire Code with Georgia Amendments, the 2006 International Plumbing Code with Georgia Amendments, the 2006 International Mechanical Code with Georgia Amendments, the 2006 International Fuel Gas Code with Georgia Amendments, Georgia Amendment to the 2000 International Energy Conservation Code, effective January 1, 2007
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GEORGIA STATE MINIMUM STANDARD
GAS CODE
(INTERNATIONAL FUEL GAS CODE WITH GEORGIA STATE AMENDMENTS)
The INTERNATIONAL FUEL GAS CODE, 2006 Edition, published by the International Code Council, when used in conjunction with these Georgia State Amendments, shall constitute the official Georgia State Minimum Standard Gas Code.
GEORGIA STATE AMENDMENTS
CODE REFERENCE:
Replace all references to the ICC Electrical Code with references to the Georgia State Minimum Standard Electrical Code (National Electrical Code with Georgia State Amendments).
*Revise the International Fuel Gas Code, 2006 Edition, as follows:
CHAPTER 1
ADMINISTRATION
*Delete Chapter 1 'Administration' in its entirety without substitution.
(Effective January 1, 2007)
CHAPTER 3
GENERAL REGULATIONS
SECTION 300 (IFGC)
GENERAL APPLICABILITY STANDARDS
*Add new Section 300 'General Applicability Standards' as follows:
300.1 Scope. This code shall apply to the installation of fuel gas piping systems, fuel gas utilization equipment, gaseous hydrogen systems and related accessories in accordance with Sections 300.1.1 through 300.1.5.
Exception: Detached one- and two-family dwellings and multiple single-family dwellings (townhouses) not more than three stories high with separate means of egress and their accessory structures shall comply with the International Residential Code.
300.1.1 Gaseous hydrogen systems. Gaseous hydrogen systems shall be regulated by Chapter 7.
300.1.2 Piping systems. These regulations cover piping systems for natural gas with an operating pressure of 125 pounds per square inch guage (psig) (862 kPa gauge) or less, and for LP-gas with an operating pressure of 20 psig (140 kPa gauge) or less, except as provided in Section 402.6.1. Coverage shall extend from the point of delivery to the outlet of the equipment shutoff valves. Piping systems requirements shall include design, materials, components, fabrication, assembly, installation, testing, inspection, operation and maintenance.
300.1.3 Gas utilization equipment. Requirements for gas utilization equipment and related accessories shall include installation, combustion and ventilation air and venting and connections to piping systems.
300.1.4 Systems and equipment outside the scope. This code shall not apply to the following:
1. Portable LP-gas equipment of all types that is not connected to a fixed fuel piping system.
2. Installation of farm equipment such as brooders, dehydrators, dryers and irrigation equipment.
3. Raw material (feedstock) applications except for piping to special atmosphere generators.
4. Oxygen-fuel gas cutting and welding systems.
5. Industrial gas applications using gases such as acetylene and acetylenic compounds, hydrogen, ammonia, carbon monoxide, oxygen and nitrogen.
6. Petroleum refineries, pipeline compressor or pumping stations, loading terminals, compounding plants, refinery tank farms and natural gas processing plants.
7. Integrated chemical plants or portions of such plants where flammable or combustible liquids or gases are produced by, or used in, chemical reactions.
8. LP-gas installations at utility gas plants.
9. Liquefied natural gas (LNG) installations.
10. Fuel gas piping in power and atomic energy plants.
11. Proprietary items of equipment, apparatus or instruments such as gas-generating sets, compressors and calorimeters.
12. LP-gas equipment for vaporization, gas mixing and gas manufacturing.
13. Temporary LP-gas piping for buildings under construction or renovation that is not to become part of the permanent piping system.
14. Installation of LP-gas systems for railroad switch heating.
15. Installation of hydrogen gas, LP-gas and compressed natural gas (CNG) systems on vehicles.
16. Except as provided in Section 401.1.1, gas piping, meters, gas pressure regulators and other appurtenances used by the serving gas supplier in the distribution of gas, other than undiluted LP-gas.
17. Building design and construction, except as specified herein.
18. Piping systems for mixtures of gas and air within the flammable range with an operating pressure greater than 10 psig (69 kPa gauge).
19. Portable fuel cell appliances that are neither connected to a fixed piping system nor interconnected to a power grid.
300.1.5 Other fuels. The requirements for the design, installation, maintenance, alteration and inspection of mechanical systems operating with fuels other than fuel gas shall be regulated by the International Mechanical Code.
300.2 Appendices. Provisions in the appendices shall not apply unless specifically adopted.
300.3 Intent. The purpose of this code is to provide minimum standards to safeguard life or limb, health, property and public welfare by regulating and controlling the design, construction, installation, quality of materials, location, operation and maintenance or use of fuel gas systems.
300.4 Severability. If a section, subsection, sentence, clause or phrase of this code is, for any reason, held to be unconstitutional, such decision shall not affect the validity of the remaining portions of this code.
(Effective January 1, 2007)
SECTION 301 (IFGC)
GENERAL
*Delete exception to Section 301.11 'Flood hazard' without substitution.
(Effective January 1, 2007)
SECTION 307 (IFGC)
CONDENSATE DISPOSAL
*Revise Section [M] 307.3 'Drain pipe materials and sizes' to add exception as follows:
[M] 307.3 Drain pipe materials and sizes.
Exception:
If an approved condensate pump is used, the condensate line must be sized according to the manufacturer's instructions.
(Effective January 1, 2007)
CHAPTER 4
GAS PIPING INSTALLATIONS
SECTION 404 (IFGC)
PIPING SYSTEM INSTALLATION
*Revise Section 404.8 'Protection against corrosion' to read as follows:
404.8 Protection against corrosion. Metallic pipe or tubing exposed to corrosive action, such as soil condition or moisture, shall be protected in an approved manner. Ferrous metal exposed in exterior locations shall be protected from corrosion in a manner satisfactory to the code official. Where dissimilar metals are joined underground, an insulating coupling or fitting shall be used. Piping shall not be laid in contact with cinders.
(Effective January 1, 2007)
SECTION 406 (IFGS)
INSPECTION, TESTING AND PURGING
*Rename Section 406.6.2 'Before turning gas on' as 'Turning gas on' and revise to read as follows:
406.6.2 Turning gas on. When turning gas on into a system of new gas piping, the entire system shall be inspected to determine that there are no open fittings or ends and that all valves at unused outlets are closed and plugged or capped.
(Effective January 1, 2007)
SECTION 409 (IFGC)
SHUTOFF VALVES
*Add new Section 409.2.1 'Point of delivery service valve' as follows:
409.2.1 Point of delivery service valve. Where the point of delivery is the outlet of the service meter assembly or the outlet of the service regulator, a service shutoff valve shall be installed. Such valve is considered to be part of the customer piping system.
(Effective January 1, 2007)
SECTION 412 (IFGC)
LIQUEFIED PETROLEUM GAS MOTOR VEHICLE FUEL-
DISPENSING FACILITIES
*Delete Section 412 'Liquefied Petroleum Gas Motor Vehicle Fuel-Dispensing Facilities' and substitute the following:
412 Liquefied Petroleum Gas Motor Vehicle Fuel-Dispensing Facilities. Under Georgia law, the Rules and Regulations of the Georgia Safety Fire Commissioner's Office govern the storage, delivery and dispensing of Liquefied Petroleum Gas. Refer to the Rules and Regulations of the Georgia Safety Fire Commissioner's Office and NFPA 58 for all requirements concerning liquefied petroleum gas motor vehicle fuel-dispensing facilities.
(Effective January 1, 2007)
SECTION 413 (IFGC)
COMPRESSED NATURAL GAS MOTOR VEHICLE FUEL-
DISPENSING FACILITIES
*Delete Section 413 'Compressed Natural Gas Motor Vehicle Fuel-Dispensing Facilities' and substitute the following:
413 Compressed Natural Gas Motor Vehicle Fuel-Dispensing Facilities. Under Georgia law, the Rules and Regulations of the Georgia Safety Fire Commissioner's Office govern the storage, delivery and dispensing of compressed natural gas. Refer to the Rules and Regulations of the Georgia Safety Fire Commissioner's Office and NFPA 52 for all requirements concerning compressed natural gas motor vehicle fuel-dispensing facilities.
(Effective January 1, 2007)
CHAPTER 6
SPECIFIC APPLIANCES
SECTION 624 (IFGC)
WATER HEATERS
*Add new Section 624.3 'Boilers/water heaters' as follows:
624.3 Boilers/water heaters. The State's minimum requirements for boilers/water heaters and pressure vessels over 200,000 BTU/h (58.61 kW), 210 degrees Fahrenheit or 120 gallons capacity shall be established by O.C.G.A. Title 34, Chapter 11 and the Rules and Regulations of the Georgia Department of Labor.
(Effective January 1, 2007)
SECTION 631 (IFGC)
BOILERS
*Add new Section 631.4 'Additional regulations' as follows:
631.4 Additional regulations. For additional regulations regarding boilers/water heaters, see Section 624.3 (GA Amendments).
(Effective January 1, 2007)
CHAPTER 8
REFERENCED STANDARDS
*Revise Chapter 8 'Referenced Standards' to add as follows:
National Fire Protection Association
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Batterymarch Park |
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NFPA Quincy, MA 02269 |
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Standard reference number |
Title |
Referenced in code section number |
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52 |
Compressed Natural Gas (CNG) Vehicular Fuel Systems Amendments |
413, GA |
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58 |
Liquefied Petroleum Gas Amendments |
412, GA |
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(Effective January 1, 2007) |
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End of Amendments.
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GEORGIA STATE MINIMUM STANDARD BUILDING CODE
(INTERNATIONAL BUILDING CODE WITH GEORGIA STATE AMENDMENTS)
The International Building Code, 2006 Edition, published by the International Code Council, when used in conjunction with these Georgia State Amendments, shall constitute the official Georgia State Minimum Standard Building Code.
GEORGIA STATE AMENDMENTS
CODE REFERENCE:
(a) Replace all references to the ICC Electrical Code with references to the Georgia State Minimum Standard Electrical Code (National Electrical Code with Georgia State Amendments).
(b) Replace all references to the International Energy Conservation Code (IECC) with references to the Georgia State Minimum Standard Energy Code (IECC with Georgia State Supplements and Amendments). The Georgia State Minimum Standard Energy Code shall be used for efficiency and coefficient of performance ratings of equipment.
APPENDICES:
Appendices are not enforceable unless they are specifically referenced in the body of the code or adopted by the Department of Community Affairs or the authority having jurisdiction.
SCOPE:
The provisions of the Georgia State Minimum Standard Building Code shall apply to the construction, alteration, movement, enlargement, replacement, repair, equipment, use and occupancy, location, maintenance, removal and demolition of every building or structure or any appurtenances connected or attached to such buildings or structures.
Exception #1: Detached one- and two-family dwellings and multiple single-family dwellings (townhouses) not more than three stories high with separate means of egress and their accessory structures shall comply with the Georgia State Minimum Standard One and Two Family Dwelling Code (International Residential Code for One- and Two-Family Dwellings with Georgia State Amendments).
Exception #2: The following table titled 'Codes Reference Guide' establishes specific primary and supplementary code applications and is to be applied by the authority having jurisdiction.
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CODES REFERENCE GUIDE |
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Area |
Primary |
Supplement |
|
Occupancy Classification |
LSC |
IBC |
|
Building Construction Types Including allowable height, allowable building areas, and the requirements for sprinkler protection related to minimum building construction types. |
IBC |
LSC |
|
Means of Egress |
LSC |
NONE |
|
Standpipes |
IBC |
IFC |
|
Interior Finish |
LSC |
NONE |
|
HVAC Systems |
IMC |
NONE |
|
Vertical Openings |
LSC |
NONE |
|
Sprinkler Systems minimum construction standard |
LSC |
NONE |
|
Fire Alarm Systems |
LSC |
NONE |
|
Smoke Alarms and Smoke Detection Systems |
State Statute and LSC |
NONE |
|
Portable Fire Extinguishers |
IFC |
NONE |
|
Cooking Equipment |
LSC and NFPA 96 |
NONE |
|
Fuel Fired Appliances |
IFGC |
NFPA 54 |
|
Liquid Petroleum Gas |
NFPA 58 |
NFPA 54 or IFGC |
|
Compressed Natural Gas |
NFPA 52 |
NONE |
*Revise the International Building Code, 2006 Edition, as follows:
CHAPTER 1
ADMINISTRATION
*Delete Chapter 1 'Administration' without substitution. Chapter 1 to remain in the Code as a reference and guide for local governments in development of their own Administrative Procedures.
(Effective January 1, 2007)
CHAPTER 2
DEFINITIONS
SECTION 202
DEFINITIONS
*Add definition of 'Elevator Door Opening Protective Device' as follows:
ELEVATOR DOOR OPENING PROTECTIVE DEVICE. Any device that either independently or in conjunction with the (elevator) door assembly allows the device(s) to meet the requirements of Section 715.4.3.
(Effective January 1, 2007)
CHAPTER 4
Special Detailed Requirements Based on Use and
Occupancy
SECTION 415
GROUPS H-1, H-2, H-3, H-4 AND H-5
*Delete Section 415.6.3 'Liquefied petroleum gas-distribution facilities' in its entirety and replace with the following:
415.6.3 Liquefied petroleum gas-distribution facilities. The design and construction of propane, butane, propylene, butylenes and other liquefied petroleum gas-distribution facilities shall conform to the applicable provisions of Sections 415.6.3.1 through 415.6.3.5.2 of this Code. The storage and handling of liquefied petroleum gas systems shall conform to the International Fire Code. The design and installation of piping, equipment and systems that utilize liquefied petroleum gas shall be in accordance with the Rules and Regulations of the Safety Fire Commissioner, Chapter 120-3-16 "Rules and Regulations for Liquefied Petroleum Gases". Liquefied petroleum gas distribution facilities shall be ventilated in accordance with the International Mechanical Code and Section 415.6.3.1 of this Code.
CHAPTER 5
GENERAL BUILDING HEIGHTS AND AREAS
SECTION 508
MIXED USE AND OCCUPANCY
*Revise Section 508.3.1.3 'Separation' to add exceptions as follows:
Exceptions:
1. Group H-2, H-3, H-4 or H-5 occupancies shall be separated from all other occupancies in accordance with Section 508.3.3.
2. All Group R occupancies shall be separated from other accessory occupancies in accordance with Section 508.3.3.4.
(Effective January 1, 2007)
*Revise Exception to Section 508.3.2.3 'Separation' as follows:
Exceptions:
1. Group H-2, H-3, H-4 or H-5 occupancies shall be separated from all other occupancies in accordance with Section 508.3.3.
2. All Group R occupancies shall be separated from other occupancies in accordance with Section 508.3.3.4.
(Effective January 1, 2007)
CHAPTER 7
FIRE-RESISTANCE-RATED CONSTRUCTION
SECTION 705
FIRE WALLS
*Delete exception to Section 705.3 'Materials' without substitution.
(Effective January 1, 2007)
SECTION 707
SHAFT ENCLOSURES
*Delete Sections 707.14 'Elevator, dumbwaiter and other hoistways' and 707.14.1 'Elevator lobby' and substitute the following:
707.14 Elevator, dumbwaiter and other hoistways. Elevator, dumbwaiter and other hoistway enclosures shall be constructed in accordance with this section, Section 707.4 and Chapter 30.
707.14.1 Elevator lobby. Elevator lobbies opening onto floors required to be provided with fire-rated exit access corridors and elevator lobbies in high-rise buildings shall be provided with an elevator lobby at each floor. The elevator lobby shall be separated from exit access corridors by 1-hour fire barriers with all duct penetrations protected with approved automatic smoke dampers. Each elevator lobby shall have at least one means of egress, shall contain at least thirty square feet (2.79 m²) for each elevator cab discharging in the lobby, but no area less than the largest cab discharging into the lobby, and shall have no lobby dimension less than five feet (1.52 m). Openings into the elevator lobby shall be limited to those required for access to the elevators and for egress from the building.
Exceptions:
1. In office buildings, elevator lobbies are not required from a street floor lobby provided the entire street floor is equipped with an automatic sprinkler system in accordance with Section [F] 903.3.1.1, except as provided in Section 707.14.2 (GA Amendments).
2. Elevators not required to be located in a shaft in accordance with Section 707.2.
3. Where additional doors are provided in accordance with Section 3002.6.
4. In other than Groups I-2 and I-3, and buildings which are not classified as high-rise buildings, lobby separation is not required where the building is protected by an automatic sprinkler system installed throughout in accordance with Section [F] 903.3.1.1 or [F] 903.3.1.2.
5. Elevator lobbies are not required within an atrium.
6. Elevators which are located on the exterior of the building and served by exterior walkways.
7. Elevators which serve open air parking decks in accordance with Section 406.3 beneath other occupancies.
8. Hoistways which are provided with mechanical systems designed to resist the passage of smoke to other floors through the hoistway.
9. Lobbies are not required where a listed elevator door opening protective device, in compliance with the 'Rules and Regulations of the Safety Fire Commissioner chapter 120-3-3 Rules and Regulations for the State Minimum Fire Safety Standards', is provided at the hoistway opening other than at the designated primary and alternate floors of elevator return.
10. Enclosed elevator lobbies are not required where the elevator hoistway is pressurized in accordance with Section 707.14.3 (see renumbering instructions of GA Amendment 707.14.2).
11. For existing buildings or existing structures reference Section 3403.1 (GA Amendments).
(Effective January 1, 2007)
*Renumber Sections 707.14.2 'Enclosed elevator lobby pressurization alternative' through 707.14.2.5 'Activation of pressurization system' as Sections 707.14.3 through 707.14.3.5, and add new Section 707.14.2 'Designated floors for elevator return' as follows:
707.14.2 Designated floors for elevator return. New elevators, escalators, dumbwaiters, and moving walks shall be installed in accordance with the requirements of ASME A17.1, Safety Code for Elevators and Escalators. The elevator lobby of the designated floor and the alternate floor specified by Rule 2.27.3 shall be separated from the remainder of the building by 1 hour fire-rated construction. In buildings equipped with automatic sprinkler protection, smoke partitions in accordance with the 'Rules and Regulations of the Safety Fire Commissioner Chapter 120-3-3 Rules and Regulations for the State Minimum Fire Safety Standards' may be used in lieu of 1 hour fire-rated construction. Except health care occupancies, openings in the elevator lobby shall be limited to those required for access to the elevators from exit access corridors only. Elevator lobbies may be used as part of the means of egress from the building.
Exceptions:
1. Elevator lobbies are not required within an atrium.
2. Elevator lobbies are not required where elevators are installed on open exterior walls.
3. Elevator lobbies are not required where elevators are installed in open air parking structures.
4. Elevator lobbies are not required in buildings three stories or less with vertical openings protected in accordance with the applicable occupancy chapter.
5. Elevator lobbies are not required in mercantile occupancies that have properly protected openings for escalators or stairs.
6. Existing installations acceptable to the authority having jurisdiction.
7. For existing buildings or existing structures reference Section 3403.1 (GA Amendments).
(Effective January 1, 2007)
CHAPTER 9
FIRE PROTECTION SYSTEMS
SECTION 903
AUTOMATIC SPRINKLER SYSTEMS
*Revise Section [F] 903.2.7 'Group R' to add exception as follows:
[F] 903.2.7 Group R.
Exception:
Group R-1 and R-2 occupancies which meet the exceptions allowed by the 'Rules and Regulations of the Safety Fire Commissioner Chapter 120-3-3 Rules and Regulations for the State Minimum Fire Safety Standards' are exempt from this requirement.
(Effective January 1, 2007)
CHAPTER 11
ACCESSIBILITY
* Delete Chapter 11 'Accessibility' without substitution.
{Cross-reference in State law: Title 30, Chapter 3 of the Official Code of Georgia Annotated (O.C.G.A) and the Rules and Regulations of the Georgia Safety Fire Commissioner.}
CHAPTER 14
EXTERIOR WALLS
SECTION 1404
MATERIALS
*Add new Section 1404.11 'Exterior insulation finish systems' as follows:
1404.11 Exterior insulation finish systems. Exterior Insulation Finish Systems (EIFS) shall be from manufacturers with a current ICC Evaluation Report and shall be installed in accordance with ANSI 99A, ASTM C 1397, ASTM C 1535, ASTM E 2273 (for drainable EIFS), manufacturer's installation instructions and the requirements of this section.
(Effective January 1, 2007)
SECTION 1405
INSTALLATION OF WALL COVERINGS
*Add new Section 1405.18 'Exterior insulation finish systems' as follows:
1405.18 Exterior insulation finish systems. Exterior Insulation Finish Systems (EIFS) shall be installed in accordance with the manufacturer's ICC Evaluation Report criteria and manufacturer's installation and application instructions.
(Effective January 1, 2007)
*Add new Section 1405.19 'Installation of wall coverings' as follows:
1405.19 Installation of wall coverings. Clearance between wall cladding, except masonry veneer, shall be at least 6 inches (152 mm) and a 2-inch (51 mm) clear inspection space above paved areas must be visible below cladding down to the final grade of the top of the soil which is immediately adjacent to the structure.
(Effective January 1, 2007)
CHAPTER 15
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION 1507
REQUIREMENTS FOR ROOF COVERINGS
*Revise Section 1507.4.4 'Attachment' to read as follows:
1507.4.4 Attachment. Metal roof panels shall be secured to the supports in accordance with the approved manufacturer's fasteners. In the absence of manufacturer recommendations, the following applicable fasteners shall be used:
1. Galvanized fasteners shall be used for steel roofs.
2. 300 series stainless-steel fasteners shall be used for copper roofs.
3. Stainless-steel fasteners are acceptable for all types of metal roofs.
4. Aluminum fasteners shall be used for aluminum roofing.
(Effective January 1, 2007)
CHAPTER 17
STRUCTURAL TESTS AND SPECIAL INSPECTIONS
SECTION 1701
GENERAL
*Add new Section 1701.4 'Guidelines' as follows:
1701.4 Guidelines. The local building official or authority having jurisdiction shall be authorized to use ACEC/SEAOG SI GL 01-03/16/2006, Georgia Special Inspections Guidelines, in part or in whole for the purposes of implementing and enforcing the provisions of Chapter 17, 'Structural Tests and Special Inspections', and/or establishing a Special Inspections program for their jurisdiction.
(Effective January 1, 2007)
SECTION 1703
APPROVALS
*Rename Section 1703.7 'Evaluation and follow-up inspection services' as 'Evaluation and follow-up inspection services for "fabricated assemblies."'
(Effective January 1, 2007)
SECTION 1704
SPECIAL INSPECTIONS
*Revise first paragraph of Section 1704.1 'General' to read as follows:
1704.1 General. Where application is made for construction as described in this section, the owner or the registered design professional in responsible charge acting as the owner's agent shall employ one or more special inspectors to provide inspections during construction on the types of work listed under Section 1704. The special inspector shall be qualified in accordance with Table 1704.1. These inspections are in addition to the inspections specified in Section 109.
(Effective January 1, 2007)
*Add new Table 1704.1 'Minimum Special Inspector Qualifications'
See pages 15 through 17.
(Effective January 1, 2007)
*Revise exception #2 to Section 1704.1 'General' to read as follows:
1704.1 General.
Exception # 2:
Special inspections are not required for buildings unless the design involves the practice of professional engineering or architecture as defined by applicable state statutes and regulations governing the professional registrations and certification of engineers or architects, unless specifically exempted in other sections of this code.
(Effective January 1, 2007)
CHAPTER 18
SOILS AND FOUNDATIONS
SECTION 1802
FOUNDATION AND SOILS INVESTIGATIONS
*Delete exception to Section 1802.2 'Where required.'
(Effective January 1, 2007)
SECTION 1803
EXCAVATION, GRADING AND FILL
*Revise the second sentence of Section 1803.2 'Placement of backfill' to read as follows:
1803.2 Placement of backfill.
(First sentence left unchanged.)
...low strength material (CLSM). The backfill shall be placed in lifts not to exceed 12 inches (305 mm) and compacted, in a manner that does not damage the foundation, waterproofing, dampproofing material, or interior and exterior finishes.
(exception left unchanged.)
(Effective January 1, 2007)
*Add new Section 1803.7 'Excavation greater than 10 feet (3048 mm)' as follows:
1803.7 Excavation greater than 10 feet (3048 mm). When an excavation extends more than 10 feet (3048 mm) below the established curb grade nearest the point of excavation under consideration, the one causing the excavation to be made, if given the necessary license to enter the adjoining premises, shall provide at his own expense one of the following:
1. Underpinning and protection required by that part of the excavation which extends to a depth greater than 10 feet (3048 mm) below the established curb grade nearest the point of excavation under consideration, whether or not the existing footings or foundations extend to the depth of 10 feet (3048 mm) or more below curb grade, or,
2. Shoring and bracing of the sides of the excavation required to prevent any soil movement into the excavation. If permanent lateral support is provided, the method used must satisfy requirements of the building official.
(Effective January 1, 2007)
SECTION 1808
PIER AND PILE FOUNDATIONS
*In Section 1808.1 'Definitions,' revise definition of 'Pier Foundations' by changing "12 times" to "10 times."
(Effective January 1, 2007)
SECTION 1812
PIER FOUNDATIONS
*Revise Section 1812.2 'Lateral dimensions and height' to read as follows:
1812.2 Lateral dimensions and height. The minimum horizontal dimension of isolated piers used as foundations shall be 16 inches (406 mm), and the height shall not exceed 10 times the least horizontal dimension.
(Effective January 1, 2007)
CHAPTER 19
CONCRETE
SECTION 1901
GENERAL
*Revise Item #10 of Section 1901.4 'Construction documents' to read as follows:
1901.4 Construction documents.
Item #10:
Stressing sequence for posttensioning tendons for members where the stressing sequence is necessary to properly erect an unconventional structure.
(Effective January 1, 2007)
SECTION 1905
CONCRETE QUALITY, MIXING AND PLACING
*Revise Section 1905.6.1'Qualified technicians' to read as follows:
1905.6.1 Qualified technicians. Concrete shall be tested in accordance with the requirements in Sections 1905.6.2 through 1905.6.5. Qualified field testing technicians from an approved agency per Table 1704.1 shall perform tests on fresh concrete at the job site, prepare specimens required for curing under field conditions, prepare specimens required for testing in the laboratory and record the temperature of the fresh concrete when preparing specimens for strength tests. Qualified laboratory technicians from an approved agency per Table 1704.1 shall perform all required laboratory tests.
(Effective January 1, 2007)
CHAPTER 21
MASONRY
SECTION 2109
EMPIRICAL DESIGN OF MASONRY
*Revise second sentence of Section 2109.6.3.2 'Bonding with prefabricated joint reinforcement' to read as follows:
2109.6.3.2 Bonding with prefabricated joint reinforcement.
(First sentence left unchanged)
...of wall area. The vertical spacing of the joint reinforcing shall not exceed 16 inches (406 mm).
(Remainder of section left unchanged.)
(Effective January 1, 2007)
CHAPTER 29
PLUMBING SYSTEMS
SECTION 2902
MINIMUM PLUMBING FACILITIES
*Delete the requirements for "service sinks" from Table [P]2902.1 'Minimum Number of Required Plumbing Fixturesª' without substitution.
(Effective January 1, 2007)
*Revise Section 2902.4.1 'Location of toilet facilities in occupancies other than covered malls' by revising Exception as follows:
Exception: The location and maximum travel distances to required employee toilet facilities in factory, storage, and industrial occupancies are permitted to exceed that required by this section, provided that the location and maximum travel distance are approved.
(Effective January 1, 2007)
CHAPTER 30
ELEVATORS AND CONVEYING SYSTEMS
SECTION 3006
MACHINE ROOMS
*Revise Section 3006.5 'Shunt trip' to read as follows:
3006.5 Shunt trip. Where elevator hoistways or elevator machine rooms containing elevator control equipment are protected with automatic sprinklers, a means installed in accordance with NFPA 72, Section 3-9.4, Elevator Shutdown, shall be provided to disconnect automatically the main line power supply to the affected elevator prior to the application of water. If the means is located in the affected elevator machine room, it shall be in a water resistant enclosure. This means shall not be self-resetting. The activation of sprinklers outside the hoistway or machine room shall not disconnect the main line power supply. Machine rooms having a two hour fire separation from the building and provided with smoke detection interconnected to the building fire alarm system are not required to be sprinklered.
(Effective January 1, 2007)
CHAPTER 33
SAFEGUARDS DURING CONSTRUCTION
SECTION 3305
SANITARY
*Revise Section 3305.1 'Facilities required' to read as follows:
3305.1 Facilities required. Sanitary facilities shall be provided during construction, remodeling or demolition activities.
(Effective January 1, 2007)
CHAPTER 34
EXISTING STRUCTURES
SECTION 3403
ADDITIONS, ALTERATIONS OR REPAIRS
*Revise Section 3403.1 'Existing buildings or structures' to add at end as follows:
3403.1 Existing buildings or structures.
(Beginning of section left unchanged.)
...a new structure. The extent to which the existing system shall be made to conform to the requirements of the State Minimum Standard Codes for new construction shall be as follows unless otherwise required by this section:
1. When the estimated cost of the new work is less than fifty percent (50%) of the replacement cost of the existing system or building, the new work shall be brought in to conformance with the requirements of the State Minimum Standard Codes for new construction.
2. When the estimated cost of the new work is equal to or greater than fifty percent (50%) of the replacement cost of the existing system or building, the entire system or building shall be made to conform to the requirements of the State Minimum Standard Codes for new construction.
3. For essential service facilities Occupancy Category IV type buildings as defined by Table 1604.5, when the estimated cost of the new work is equal to or greater than thirty percent (30%) of the replacement cost of the existing system, the entire system shall be made to conform to the requirements of the State Minimum Standard Codes for new construction.
(Effective January 1, 2007)
[EB] SECTION 3410
COMPLIANCE ALTERNATIVES
*Delete [EB] Section 3410 'Compliance Alternatives' without substitution.
(Effective January 1, 2007)
CHAPTER 35
REFERENCED STANDARDS
*Revise Chapter 35 'Referenced Standards' to add as follows:
|
ACEC/G |
American Council of Engineering Companies of Georgia Peachtree Center, Harris Tower, Suite 700 233 Peachtree Street Atlanta, GA 30303 |
|
|
Standard reference number |
Title |
Referenced in code section number |
|
ACEC/SEAOG |
Georgia Special Inspections Guidelines.............................. |
1701.4, GA Amendments |
SI GL 01-03/16/2006 (Available for download at: http://acecga.org/)
|
ANSI |
American National Standards Institute 25 West 43rd Street, Fourth Floor New York, NY 10036 |
|
|
Standard reference number |
Title |
Referenced in code section number |
|
99A-01 |
American National Standard for Exterior Insulation and Finish Systems (EIFS).............................. |
1404.11, GA Amendments |
|
ASME |
American Society of Mechanical Engineers Three Park Avenue New York, NY 10016-5990 |
|
|
Standard reference number |
Title |
Referenced in code section number |
|
A17.1-04 |
Safety Code for Elevators and Escalators with A17.1a-2004 addenda and A17.1S Supplement................... |
707.14.2, GA Amendments |
|
ASTM |
ASTM International 100 Barr Harbor Drive West Conshohocken, PA 19428-2859 |
|
|
Standard reference number |
Title |
Referenced in code section number |
|
C 1397-05 |
Standard Practice for Application of Class PB Exterior Insulation and Finish Systems......................... |
1404.11, GA Amendments |
|
C 1535-05 |
Standard Practice for Application of Exterior Insulation and Finish Systems Class PI............................. |
1404.11, GA Amendments |
|
E 2273-03 |
Standard Test Method for Determining the Drainage Efficiency of Exterior Insulation and Finish Systems (EIFS) Clad Wa ll Assemblies...................... |
1404.11, GA Amendments |
(Effective January 1, 2007)
End of Amendments.
|
TABLE 1704.1 MINIMUM SPECIAL INSPECTOR QUALIFICATIONS |
||||
|
Category of Testing and Inspection |
Minimum Qualifications (refer to key at end of Table) |
|||
|
Shop Inspection |
Field Inspection/Review |
Review Submittals |
Review Testing, Certification, & Lab Reports |
|
|
1704.2 Inspection of Fabricators |
||||
|
Pre-cast Concrete |
A, C, D, E |
|||
|
Structural Steel Construction |
C, F, G |
|||
|
Wood Construction |
A |
|||
|
Cold Formed Metal Construction |
A |
|||
|
1704.3 & 1707.2 Steel Construction |
||||
|
Welding |
C, F, G |
C, F, G |
A |
A, B |
|
High Strength Bolting, Inspection of Steel Frame Joint Details |
A, C |
A |
A, B |
|
|
1704.4 & 1708.3 Concrete Construction |
||||
|
Reinforcing Placement, Cast-in-Place Bolts, Prestressing Steel installation, Concrete and Shotcrete Placement and curing operations |
A, C, H, I |
|||
|
Erection of pre-cast concrete members |
A, C, H |
|||
|
Concrete Field Testing |
A, I, J, H, C |
|||
|
Review certified mill reports and design mixes |
A |
|||
|
Review use of Required Design Mix |
A, I, J, H, C |
|||
|
Pre-stressed (pre-tensioned) concrete force application |
A, C, E |
|||
|
Post-tensioned concrete force application |
A, C, D |
|||
|
Review of in-situ concrete strength, prior to stressing post-tensioned concrete |
A |
|||
|
Reinforcing steel weldability, reinforcing welding, weld filler material |
C, F, G |
|||
|
1704.5 & 1708.1 Masonry |
||||
|
Review f'm prior to construction |
A |
|||
|
Mortar joint construction, grout protection and placement, materials proportion, type/size/location of reinforcement, structural elements, anchorage, and connectors |
A, C, K, L |
|||
|
Sampling/Testing of Grout/Mortar specimens |
A, C, (J + M) |
|||
|
Observe preparation of masonry prisms for testing of compressive strength of masonry, f'm |
A, C, K, L |
|||
|
Inspection of welding of reinforcing steel |
C, F, G |
|||
|
1704.7 & 1803 Soils |
||||
|
Observe Site Preparation and Fill Placement with Testing of Compaction for compliance with the Geotechnical Report for the project |
A, I |
|||
|
Observe and Test Bearing Materials below Shallow Foundations for ability to achieve design bearing capacity |
A, N |
|||
|
Review Compaction Testing for compliance with the Geotechnical Report for the project |
A |
|||
|
1704.8, 1704.9 & 1808 Pile and Pier Foundations |
||||
|
Observe Installation |
A, N |
|||
|
Observe Load Tests |
A |
|||
|
1704.10 Sprayed Fire-Resistant Materials |
||||
|
Observe surface conditions, application, average thickness and density of applied material, and cohesive/adhesive bond |
A, C |
|||
|
1704.11 Mastic and intumescent fire-resistant coatings |
||||
|
Observe application compliance with AWCI 12-B |
A, C |
|||
|
1704.12 Exterior Insulation and Finish Systems |
||||
|
Inspect EIFS Systems |
A, B, C, O |
|||
|
1704.13 Special Cases |
||||
|
Work of unusual or special nature |
A, B, O |
|||
|
[F]1704.14 Smoke Control |
See Requirements of IBC Section [F]1704.14.2. |
|||
|
1705, 1707 & 1708 Seismic and Wind Resistance |
||||
|
Periodic inspection of fabrication, installation and/or anchorage of building systems and components 2 |
A |
|||
|
(Key to table on next page) |
||||
KEY:
A. Georgia Professional Engineer (GA PE) competent in the specific task area or graduate of accredited engineering/engineering technology program under the direct supervision of a GA PE.
B. Georgia Registered Architect (GA RA) or graduate of accredited architecture/architecture technology program under the direction of a GA RA.
C. International Code Council (ICC) Special Inspector Certification specific to the particular material and testing methodology applicable to each Category of Testing and Inspection listed in the table.
D. Post-tensioning Institute (PTI) Certification.
E. Pre-stressed Concrete Institute (PCI) Certified Inspector.
F. American Welding Society (AWS) Certified Welding Inspector (CWI) or AWS Certified Associate Welding Inspector working under the direct on-site supervision of a CWI.
G. American Society for Nondestructive Testing (ASNT) Level II certification or a Level III certification if previously certified as Level II in the particular material and testing methodology applicable to each Category of Testing and Inspection listed in the table.
H. American Concrete Institute (ACI) Concrete Construction Special Inspector.
I. National Institute for Certification of Engineering Technicians (NICET) Level II or III certification specific to the particular material and testing methodology applicable to each Category of Testing and Inspection listed in the table.
J. ACI Concrete Field Testing Technician with Grade 1 certification.
K. Georgia Concrete and Product Association (GC&PA) - Masonry Association of Georgia (MAG) Masonry Construction Inspector Certification.
L. National Concrete Masonry Association (NCMA) Concrete Masonry Testing Procedures certification.
M. GC&PA - MAG Masonry Testing Technician certification.
N. NICET Certified Engineering Technologist (CT).
O. Other Qualified Special Inspector as approved by the Building Official.
Notes:
The minimum qualifications shown are either one or the other per category (not all) unless otherwise stated.
Materials testing shall be done by an Approved Testing Agency meeting the requirements of IBC Section 1703 and ASTM E 329.
The Building Official is authorized to approve Special Inspectors who have documented relevant experience and are progressing towards achieving the minimum qualifications noted above prior to January 1, 2008.
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GEORGIA STATE MINIMUM STANDARD
ENERGY CODE
(INTERNATIONAL ENERGY CONSERVATION CODE
WITH GEORGIA STATE SUPPLEMENTS AND AMENDMENTS)
The INTERNATIONAL ENERGY CONSERVATION CODE, 2000 Edition, published by the International Code Council, when used in conjunction with these Georgia State Supplements and Amendments and the Georgia State Supplements and Amendments adopted effective January 1 of 2003, 2005 and 2006, shall constitute the official Georgia State Minimum Standard Energy Code.
GEORGIA STATE SUPPLEMENTS AND AMENDMENTS
SCOPE:
Each chapter of these Georgia State Supplements and Amendments corresponds with a chapter of the International Energy Conservation Code (IECC).
Chapter 1: Administration and Enforcement.
Chapter 2: Definitions.
Chapter 3: Design Conditions. 'The criteria of this chapter establish the design conditions for use with Chapters 4, 5, 6 and 8.'
Chapter 4: Residential Building Design by Systems Analysis and Design of Buildings Utilizing Renewable Energy Sources. 'This chapter establishes design criteria in terms of total energy use by a residential building, including all of its systems.' (One method by which to achieve compliance for low-rise residential construction.)
Chapter 5: Residential Building Design by Component1 Performance Approach. 'Residential buildings or portions thereof that enclose conditioned space shall be constructed to meet the requirements of this chapter.' (One method by which to achieve compliance for low-rise residential construction.)This chapter offers the use of 'trade-offs,' whereby values between building components may be substituted or traded-off for compliance. A properly completed Georgia Trade-Off Worksheet2 or the use of appropriate computer software (REScheck3) may be used to validate any trade-off.
Chapter 6: Simplified Prescriptive Requirements for Residential Buildings, Type A-1 and A-2. 'This chapter sets forth energy-efficiency-related requirements for the design and construction of Type A-1 and A-2 residential buildings.' (One method by which to achieve compliance for low-rise residential construction.)
Chapter 7: Building Design for All Commercial Buildings. Commercial buildings [except those that comply with Chapter 8, Design by Acceptable Practice for Commercial Buildings; the Single Step Compliance for Simple Commercial Buildings; or appropriate computer software (COMcheck3)] shall meet the requirements of ANSI/ASHRAE/IESNA Standard 90.1-2004. (One method by which to achieve compliance for commercial and high-rise residential construction.)
Chapter 8: Design by Acceptable Practice for Commercial Buildings. 'The requirements contained in this chapter are applicable to commercial buildings, or portions of commercial buildings.' (One method by which to achieve compliance for commercial and high-rise residential construction.)
Chapter 9: Referenced Standards.
Appendix A.
Appendix B. Provides additional prescriptive methods by which to achieve compliance, simple methods and forms to assist in compliance calculations, and illustrations to assist in the understanding of compliance requirements.
Individual structures should follow a single compliance method and not a combination of compliance methods. The 'basic requirements' of the International Energy Conservation Code (IECC) apply to all compliance methods.
Where these Georgia State Supplements and Amendments conflict with either the International Energy Conservation Code (IECC)or ANSI/ASHRAE/IESNA Standard 90.1-2004, these Georgia State Supplements and Amendments shall take precedence.
Air infiltration accounts for substantial heat loss, heat gain and moisture migration in a building. Proper sealing around all doors, windows and other envelope penetrations through the walls, ceiling and foundation is as important to code compliance as are proper insulation R-values and component U-values.
It is not the intention of this code to abridge safety or health. Where the International Energy Conservation Code (IECC) and these Georgia State Supplements and Amendments conflict with other mandatory State Minimum Standard Codes, the International Energy Conservation Code (IECC) and these Georgia State Supplements and Amendments shall be enforced as written provided safety, health or environmental requirements of other mandatory State Minimum Standard Codes are not abridged.
CODE REFERENCE:
Replace all references to ANSI/ASHRAE/IESNA 90.1-1999 and ANSI/ASHRAE/IESNA 90.1-2001 with references to ANSI/ASHRAE/IESNA 90.1-2004.
APPENDICES:
Appendices are not enforceable unless they are specifically referenced in the body of the code or adopted by the Department of Community Affairs or the authority having jurisdiction.
1. 'Component' refers to a particular element of a building, such as a ceiling, an exterior wall, a floor, etc.
2. For the 'Georgia Trade-Off Worksheet,' see Appendix B.
3. REScheck and COMcheck are computer programs developed by Pacific Northwest National Laboratories for the U.S. Department of Energy (D.O.E.) to assist in demonstration of compliance with the International Energy Conservation Code (IECC). They can be obtained from the D.O.E. by calling (800) 270-CODE (2633) or free of charge online at www.energycodes.gov.
*Revise the International Energy Conservation Code, 2000 Edition, as follows:
GEORGIA STATE SUPPLEMENTS AND AMENDMENTS
*Delete Table 701 'Minimum Thermal Component Requirements' of the Georgia State Supplements and Amendments revised January 1 of 2003 and 2005 in its entirety without substitution.
(Effective January 1, 2007)
End of Supplements and Amendments.
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GEORGIA STATE MINIMUM STANDARD FIRE CODE
(INTERNATIONAL FIRE CODE WITH GEORGIA STATE
AMENDMENTS)
The INTERNATIONAL FIRE CODE, 2006 Edition, published by the International Code Council, when used in conjunction with these Georgia State Amendments, shall constitute the official Georgia State Minimum Standard Fire Code.
GEORGIA STATE AMENDMENTS
CODE REFERENCE:
(a) Replace all references to the ICC Electrical Code with references to the Georgia State Minimum Standard Electrical Code (National Electrical Code with Georgia State Amendments).
(b) Replace all references to the International Energy Conservation Code (IECC) with references to the Georgia State Minimum Standard Energy Code (IECC with Georgia State Amendments). The Georgia State Minimum Standard Energy Code Buildings shall be used for efficiency and coefficient of performance ratings of equipment.
SCOPE:
The Georgia State Minimum Standard Fire Code establishes regulations affecting or relating to structures, processes and premises and safeguards from the hazards of fire and explosion arising from the storage, handling or use of structures, materials or devices; from conditions hazardous to life, property or public welfare in the occupancy of structures or premises; and from fire hazards in the structure or on the premise from occupancy or operation. It also applies to the construction, extension, repair, alteration or removal of fire suppression and alarm systems.
APPENDICES:
Appendices are not enforceable unless they are specifically referenced in the body of the code or adopted by the Department of Community Affairs or the authority having jurisdiction.
*Revise the International Fire Code, 2006 Edition, as follows:
CHAPTER 1
ADMINISTRATION
SECTION 101
GENERAL
*Delete paragraph 101.1 in its entirety and insert in its place the following:
101.1 Title. The INTERNATIONAL FIRE CODE, 2006 edition, published by the International Code Council, when used in conjunction with these Georgia Amendments, shall be known as a Georgia State Minimum Standard Code, hereinafter referred to as "this code."
(Effective January 1, 2007)
*Delete paragraph 101.3 in its entirety and substitute in its place the following:
101.3 Purpose and intent. The primary purpose of this Code, as adopted, is to provide, along with other adopted codes and standards, for the reasonable minimum protection of life and property from the hazards created by fire, smoke, explosion, or panic created from a fear of fire or smoke. It is intended that the purposes of this Code be accomplished by:
(1) Coordinating application and enforcement of its provisions with those of other applicable laws, rules, regulations, codes, and standards; and
(2) By coordinating the application of its provisions where possible with educational programs or efforts designed to bring about changes in high risk attitudes and behaviors that are the root causes of most fire related problems in Georgia; and
(3) By encouraging or requiring informational and awareness programs designed to make the citizens of Georgia aware of their responsibilities for compliance with this Code as well as the other Rules and Regulations of the Safety Fire Commissioner. The intent of this Code is to establish the minimum requirements consistent with nationally recognized good practice for providing a reasonable level of life safety and property protection from the hazards of fire, explosion or dangerous conditions in new and existing buildings, structures and premises and to provide safety to fire fighters and emergency responders during emergency operations.
(Effective January 1, 2007)
SECTION 102
APPLICABILITY
*Add an exception to paragraph 102.1. to read as follows:
Exception:
This Code does not apply to one- and two-family dwellings or one- and two-family row houses (townhouses) separated by a 2-hour fire wall containing not more than three dwelling units per structure.
(Effective January 1, 2007)
*Add an exception to paragraph 102.2. to read as follows:
Exception:
This Code does not apply to one- and two-family dwellings or one- and two-family row houses (townhouses) separated by a 2-hour fire wall containing not more than three dwelling units per structure.
(Effective January 1, 2007)
*Delete paragraph 102.3 in its entirety and substitute in its place the following:
102.3 Change of use or occupancy. No change shall be made in use or occupancy of any building or structure that would place the structure in a different division of the same group or occupancy or in a different group of occupancies, unless such structure is made to comply with the requirements of this Code, as may be applicable, as well as those of the International Building Code (IBC), as adopted by Department of Community Affairs. Pursuant to O.C.G.A. 25-2-14, due to a change of use or occupancy of a building or structure the building or structure shall be treated as a proposed (new) building. (Refer to 103.3 of this Code regarding the requirements applicable to proposed (new) buildings and structures.)
(Effective January 1, 2007)
*Delete paragraph 102.4 in its entirety and substitute in its place the following:
102.4 Application of the building code. The design and construction of proposed (new) buildings and structures shall comply with the International Building Code (IBC), as modified and adopted by the Georgia Department of Community Affairs. Repairs, alterations, additions, changes in use or occupancy classification, or changes in buildings or structures required by provisions the IFC, and which are within the scope of the IBC, shall be made in accordance with the IBC, for purposes of the Rules and Regulations of the Georgia Safety Fire Commissioner.
(Effective January 1, 2007)
*Delete paragraph 102.5 in its entirety and insert in its place the following:
102.5 Historic Buildings. Refer to 102.1 and 102.2 regarding the application of this Code to existing buildings. Except to the extent required by applicable laws of Georgia, the provisions of this Code are not mandatory for buildings or structures identified and classified by the state, or as appropriate, a local jurisdiction, as historic buildings when such buildings or structures are judged by the fire code official to be safe and in the public interest of health, safety and welfare. When evaluating the safety of historic buildings the fire code official should consult O.C.G.A. Section 8-2-3, 'Uniform Act for the Application of Building and Fire Related Codes to Existing Buildings', the provisions of O.C.G.A. Sections 25-2-13(b)(3) & 25-2-13(b)(4), and NFPA Standard 914, Code for Fire Protection of Historic Structures, as adopted by Chapter 120-3-3, Rules and Regulations of the Safety Fire Commissioner as a recommended practice.
(Effective January 1, 2007)
*Delete paragraph 102.6 in its entirety and substitute in its place the following paragraphs:
102.6 Referenced codes and standards. Where the provisions of this Code or the standards referenced thereby and in Chapter 45 of this Code do not apply to the specific subjects, situations or conditions encountered that involve risks to life and property from the hazards of fire, panic from fear of fire or smoke, or related hazards, compliance with the applicable chapters of the Rules and Regulations of the Safety Fire Commissioner shall be evidence of compliance with this Code.
(Effective January 1, 2007)
*Add a new paragraph 102.10 to Section 102 to read as follows:
102.10
|
CODES REFERENCE GUIDE |
||
|
Area |
Primary |
Supplement |
|
Occupancy Classification |
LSC |
IBC |
|
Building Construction Types Including allowable height, allowable building areas, and the requirements for sprinkler protection related to minimum building construction types. |
IBC |
LSC |
|
Means of Egress |
LSC |
NONE |
|
Standpipes |
IBC |
IFC |
|
Interior Finish |
LSC |
NONE |
|
HVAC Systems |
IMC |
NONE |
|
Vertical Openings |
LSC |
NONE |
|
Sprinkler Systems minimum construction standard |
LSC |
NONE |
|
Fire Alarm Systems |
LSC |
NONE |
|
Smoke Alarms and Smoke Detection Systems |
State Statute and LSC |
NONE |
|
Portable Fire Extinguishers |
IFC |
NONE |
|
Cooking Equipment |
LSC and NFPA 96 |
NONE |
|
Fuel Fired Appliances |
IFGC |
NFPA 54 |
|
Liquid Petroleum Gas |
NFPA 58 |
NFPA 54 or IFGC |
|
Compressed Natural Gas |
NFPA 52 |
NONE |
Coordination of provisions. This Code shall apply to all buildings, structures and facilities as provided in subsections 102.1 and 102.2, and shall be utilized in conjunction with codes and standards specified in Table 102.10entitled, CODES REFERENCE GUIDE.
(Effective January 1, 2007)
*Add a new paragraph 102.11 to read as follows:
102.11 Liability. The fire code official, officer or employee charged with the enforcement of this code, while acting for the jurisdiction, shall not thereby be rendered liable personally, and is hereby relieved from all personal liability for any damage accruing to persons or property as a result of an act required or permitted in the discharge of official duties.
(Effective January 1, 2007)
102.11.1 Legal defense. Any suit instituted against any officer or employee because of an act performed by that officer or employee in the lawful discharge of duties and under the provisions of this code shall be defended by the legal representative of the jurisdiction until the final termination of the proceedings. The fire code official or any subordinate shall not be liable for costs in an action, suit or proceeding that is instituted in pursuance of the provisions of this code; and any officer of the department of fire prevention, acting in good faith and without malice, shall be free from liability for acts performed under any of its provisions or by reason of any act or omission in the performance of official duties in connection therewith.
(Effective January 1, 2007)
SECTION 103
DEPARTMENT OF FIRE PREVENTION
*Delete Section 103 in its entirety and substitute in its place the following.
SECTION 103
GENERAL PROVISIONS FOR EXISTING AND PROPOSED
(NEW) BUILDINGS
*Add a new subsection 103.1 to read as follows:
103.1 General Provisions. The administration, enforcement and penalty provisions of O.C.G.A. Title 25, Chapter 2, and the administrative provisions of the various chapters of the Rules and Regulations of the Safety Fire Commissioner shall apply to and regulate the application and enforcement of this Code by the Safety Fire Division of the Office of the Safety Fire Commissioner.
Note: Nothing herein shall be construed as prohibiting any local jurisdiction from adopting the deleted portions of Chapter 1 of this Code for local purposes, provided, however, local amendments shall not be less restrictive than this Code, and other codes and standards as adopted by the various chapters of the Rules and Regulations of the Safety Fire Commissioner.
(Effective January 1, 2007)
103.1.1 The provisions of O.C.G.A. Title 25, Chapter 2, and other applicable state laws, and the applicable provisions of various chapters of the Rules and Regulations of the Safety Fire Commissioner regarding the requirements for certificates, licenses, permits, plan reviews, inspections, approvals, fees, etc. shall apply and are in addition to any requirements of local jurisdictions. Local authorities having jurisdiction need to be consulted to determine if rules and regulations of the local jurisdiction regarding the requirements for local certificates, licenses, permits, plan reviews, inspections, approvals, fees, etc. also apply.
(Effective January 1, 2007)
103.1.1.1 The administrative, operational, and maintenance provisions of this Code, with regard to the Safety Fire Division of the Office of the Georgia Safety Fire Commissioner, shall be limited to the scope and intents and purposes of the Official Code of Georgia Annotated (O.C.G.A.) Title 25, Chapter 2, and the Commissioner's Rules and Regulations.
(Effective January 1, 2007)
103.1.1.1.1 Pursuant to O.C.G.A. 25-2-13(d), every person who owns or controls the use of any building, part of a building, or structure described in O.C.G.A 25-2-13(b)(1), which because of floor area, height, location, use or intended use as a gathering place for large groups, or use or intended use by or for the aged, the ill, the incompetent, or the imprisoned, constitutes a special hazard to property or to the life and safety on account of fire or panic from fear of fire, must so construct, equip, maintain, and use such building or structure as to afford every reasonable and practical precaution and protection against injury from such hazards. No person who owns or controls the use or occupancy of such a building or structure shall permit the use of the premises so controlled for any such specially hazardous use unless he has provided such precautions against damage to property or injury to persons by these hazards as are found and determined by the Commissioner in the manner described in O.C.G.A. 25-2-13(d) to be reasonable and practical.
(Effective January 1, 2007)
*Add a new subsection 103.2 to read as follows:
103.2 Existing buildings. Every building and structure existing as of April 1, 1968, which building or structure is listed in paragraph (1) of subsection (b) of O.C.G.A 25-2-13 shall comply with the minimum fire safety standards in the Rules and Regulations of the Safety Fire Commissioner promulgated pursuant to O.C.G.A. 25-2 which were in effect at the time such building or structure was constructed.
Exception #1: Any nonconformance noted under the electrical standards adopted at the time such building or structure was constructed shall be corrected in accordance with the current electrical standards adopted pursuant to O.C.G.A. 25-2.
Exception #2: A less restrictive provision contained in any subsequently adopted minimum fire safety standard pursuant to O.C.G.A. 25-2, may be applied to any existing building or structure.
(Effective January 1, 2007)
103.2.1 Existing buildings to be deemed a proposed building. For the purposes of O.C.G.A. 25-2-14(b), any existing building or structure listed in paragraph (1) of subsection (b) of O.C.G.A. 25-2-13 and which comes under the jurisdiction of the Office of the Safety Fire Commissioner, pursuant to O.C.G.A. 25-2-14(b), shall be deemed to be a proposed (new) building in the event such building or structure is subject to substantial renovation, a fire or other hazard of serious consequence, or a change in the classification of occupancy. The term "substantial renovation", for purposes of this subsection means any construction project involving exits or internal features of such building or structure costing more than the building's or structure's assessed value according to county tax records at the time of such renovation (O.C.G.A. 25-2-14). Where a change of classification is involved, also refer to 102.3 of this Code.
(Effective January 1, 2007)
*Add a new 103.3 to read as follows:
103.3 Proposed (new) buildings and additions to existing buildings:
1. Pursuant to O.C.G.A. 25-2-14.1(b), every proposed building and structure listed in paragraph (1) of subsection (b) of O.C.G.A. 25-2-13 shall comply with the adopted minimum fire safety standards that were in effect on the date that plans and specifications therefore were received by the state fire marshal, the proper local fire marshal, or state inspector for review and approval.
2.Plans and specifications for all proposed buildings which come under classification in paragraph (1) of subsection (b) of O.C.G.A. 25-2-13 and which come under the jurisdiction of the Office of the Safety Fire Commissioner pursuant to O.C.G.A. 25-2-12 shall be submitted to and receive approval by either the state fire marshal, the proper local fire marshal, or state inspector before any state, municipal, or county building permit may be issued or construction started (O.C.G.A. 25-2-14(a)). All such plans and specifications submitted as required by O.C.G.A. 25-2-14(a) shall be accompanied by a fee in the amount provided in O.C.G.A. 25-2-4.1 and shall bear the seal and Georgia registration number of the drafting architect or engineer or shall otherwise have the approval of the Commissioner.
3. Pursuant to O.C.G.A. 25-2-37(a), it shall be unlawful for any person to begin construction on any proposed building or structure which comes under the classification in paragraph (1) of subsection (b) of O.C.G.A 25-2-13 and which comes under the jurisdiction of the Office of the Safety Fire Commissioner pursuant to O.C.G.A. 25-2-12 without first having plans approved in accordance with O.C.G.A. 25-2-14.
(Effective January 1, 2007)
*Add a new 103.4 to read as follows:
103.4 Proposed building construction and completion. Pursuant to O.O.G.A. 25-2-14(b), a complete set of plans and specifications approved as set forth in 103.3 shall be maintained on the construction site, and construction shall proceed in compliance with the state minimum fire safety standards under which such plans and specifications were approved. The owner of any such building or structure or his authorized representative shall notify the state fire marshal, the proper local fire marshal, or state inspector upon completion of approximately 80 percent of the construction thereof and shall apply for a certificate of occupancy when construction of such building or structure is completed.
(Effective January 1, 2007)
*Add a new 103.5 to read as follows:
103.5 Certificate of occupancy required. Pursuant to O.C.G.A. 25-2-14(c), every building or structure which comes under classification in paragraph (1) of subsection (b) of O.C.G.A. 25-2-13 and which comes under the jurisdiction of the Office of the Safety Fire Commissioner pursuant to O.C.G.A. 25-2-12 shall have a certificate of occupancy issued by the state fire marshal, the proper local fire marshal, or state inspector before such building or structure may be occupied. Such certificates of occupancy shall be issued for each business establishment within the building, shall carry a charge in the amount provided in O.C.G.A. 25-2-4.1, shall state the occupant load for such business establishment or building, shall be posted in a prominent location within such business establishment or building, and shall run for the life of the building, except as provided in O.C.G.A. 25-2-14(d). (See 103.2.1 of the IFC, as adopted by the Rules and Regulations of the Safety Fire Commissioner.)
(Effective January 1, 2007)
SECTION 105
PERMITS
The provisions of Section 105, PERMITS, are not adopted for purposes of the Rules and Regulations of the Safety Fire Commissioner. Local governing authorities may adopt the provisions for local purposes. Refer to 102.10.2 with regard to permits required by the Rules and Regulations of the Safety Fire Commissioner.
(Effective January 1, 2007)
SECTION 107
MAINTENANCE
*Delete Section 107.6 in its entirety and substitute in its place the following:
107.6 Overcrowding and Life Safety Hazards. Overcrowding or admittance of any person beyond the approved capacity of a building or a portion thereof shall not be allowed. The fire code official, upon finding any overcrowding conditions or obstructions in aisles, passageways or other means of egress, or upon finding any condition which constitutes a life safety hazard, shall be authorized to cause the event to be stopped until such condition or obstruction is corrected. A structure, building, individual room or designated portion thereof shall be deemed to be overcrowded if the number of occupants exceeds one person per 5 sq. ft of open net floor area of such room or space when fixed seating is not provided. In addition, a structure, building, room or designated portion thereof shall also be deemed overcrowded if the total number of occupants exceeds the exit capacity of the structure, building, room or area involved.
(Effective January 1, 2007)
SECTION 108
BOARD OF APPEALS
The provisions of Section 108, BOARD OF APPEALS, are not adopted for purposes of the Rules and Regulations of the Safety Fire Commissioner. Local governing authorities may adopt the provisions for local purposes.
(Effective January 1, 2007)
SECTION 109
VIOLATIONS
*Delete paragraph 109.3 in its entirety and substitute in its place the following:
109.3 Violation penalties. Persons who shall violate a provision of this code or shall fail to comply with any of the requirements thereof or who shall erect, install, alter, repair or do work in violation of the approved construction documents or directive of the fire code official, or of a permit or certificate used under provisions of this code, shall be guilty of violation of Code Section 25-2-37 of the Official Code of Georgia Annotated. Each day that a violation continues after due notice has been served shall be deemed a separate offense.
(Effective January 1, 2007)
109.3.1 Abatement of violation. In addition to the imposition of the penalties herein described, the fire code official is authorized to institute appropriate action to prevent unlawful construction or to restrain, correct or abate a violation; or to prevent illegal occupancy of a structure or premises; or to stop an illegal act, conduct of business or occupancy of a structure on or about any premises.
(Effective January 1, 2007)
CHAPTER 2
DEFINITIONS
SECTION 201
GENERAL
*Delete paragraph 201.3 in its entirety and substitute in its place the following:
201.3 Terms defined in other codes. Where terms are not defined in this Code and are defined in the International Building Code (IBC),the International Fuel Gas Code (IFC), the International Mechanical Code (IMC), or codes and standards of the National Fire Protection Association (NFPA), as adopted by the Rules and Regulations of the Safety Fire Commissioner, such terms shall have the meanings ascribed to them as in those codes and standards.
(Effective January 1, 2007)
SECTION 202
GENERAL DEFINITIONS
*Add the following definitions to Section 202:
Day-care Center - A day-care facility subject to licensure or commission by the Department of Human Resources where more than 12 clients receive care.
(Effective January 1, 2007)
Group Day-care Home - A day-care facility subject to licensure or commission by the Department of Human Resources where at least seven but not more than 12 clients receive care.
(Effective January 1, 2007)
Personal Care Home/Assisted Living Facility - Any building or part thereof that is used for the lodging or boarding of seven or more residents, not related by blood or marriage to the owners or operators, for the purpose of providing personal care services.
(Effective January 1, 2007)
Residential Occupancies. Occupancies, as specified in the scope of this standard, include the following, as defined in Chapter 2 of this Code, or the IBC,or by State law, or by the Rules and Regulations of the Georgia Safety Fire Commissioner:
(1) Apartment buildings, (2) Lodging and rooming houses, (3) Board and care facilities, (4) Hotels, motels, and dormitories, (5) Personal care homes and assisted living facilities, (6) Day-care centers and group day-care homes.
(Effective January 1, 2007)
CHAPTER 3
GENERAL PRECAUTIONS AGAINST FIRE
SECTION 303
ASPHALT KETTLES
*Delete paragraph 303.5 in its entirety and substitute in its place the following:
303.5 Fire Extinguishers. There shall be at least one portable fire extinguisher complying with Section 906 and with a minimum 2-A:40-B:C rating within 25 feet (7620 mm) of each asphalt(tar) kettle during the period such kettle is being utilized, and a minimum of one additional portable fire extinguisher with a minimum 3-A: 40-B: C rating on the roof being covered.
(Effective January 1, 2007)
SECTION 308
OPEN FLAMES
*Add new exceptions 4, 5, 6, 7 and 8 to paragraph 308.3.7 to read as follows:
Exception #4:
In Group A public assembly occupancies having an occupant load greater than 300, a minimum ceiling height of 25 feet and that are protected throughout by an approved, supervised automatic sprinkler system installed in accordance with NFPA 13, as adopted by the Rules and Regulations of the Safety Fire Commissioner, pyrotechnic special effect devices shall be permitted to be used on stages before proximate audiences for ceremonial or religious purposes, as part of a demonstration in exhibits, or as part of a performance, provided that precautions satisfactory to the authority having jurisdiction are taken to prevent ignition of any combustible material and use of the pyrotechnic device complies with NFPA 1126, Standard for the Use of Pyrotechnics before a Proximate Audience, as adopted by the Rules and Regulations of the Safety Fire Commissioner. The ceiling height may be lowered to a minimum of 15 feet upon approval of the authority having jurisdiction having witnessed a demonstration shot of all types of devices being used in the display.
Exception #5:
In Group A public assembly occupancies having an occupant load greater than 300, a minimum ceiling height of 25 feet and that are protected throughout by an approved, supervised automatic sprinkler system installed in accordance with NFPA 13, as adopted by the Rules and Regulations of the Safety Fire Commissioner, flame effects before an audience shall be permitted in accordance with NFPA 160, Standard for Flame Effects Before an Audience, as adopted by the Rules and Regulations of the Safety Fire Commissioner. The ceiling height may be lowered to a minimum of 15 feet upon approval of the authority having jurisdiction having witnessed a demonstration of all types of devices being used in the display.
Exception #6: On stages and platforms as a necessary part of a performance in public assembly occupancies having an occupant load greater than 300, a minimum ceiling height of 25 feet and that are protected throughout by an approved, supervised automatic sprinkler system installed in accordance with NFPA 13, as adopted by the Rules and Regulations of the Safety Fire Commissioner. The ceiling height may be lowered to a minimum of 15 feet upon approval of the authority having jurisdiction having witnessed a demonstration of all types of devices being used in the display.
Exception #7: In Group A public assembly occupancies having an occupant load greater than 100 with fixed seating, a minimum ceiling height of 25 feet and that have a minimum of two certified fire fighters on site with proper fire fighting equipment as determined by the local fire official, pyrotechnic special effect devices shall be permitted to be used on stages before proximate audiences for ceremonial or religious purposes, as part of a demonstration in exhibits,or as part of a performance, provided that precautions satisfactory to the authority having jurisdiction are taken to prevent ignition ofany combustible material and use of the pyrotechnic device complies with NFPA 1126, Standard for the Use of Pyrotechnics before a Proximate Audience, as adopted by the Rules and Regulations of the Safety Fire Commissioner. The ceiling height may be lowered to a minimum of 15 feet upon approval of the authority having jurisdiction having witnessed a demonstration shot of all types of devices being used in the display.
Exception #8: In public assembly occupancies having an occupant load greater than 100 with fixed seating, a minimum ceiling height of 25 feet and that have a minimum of two certified fire fighters on site with proper fire fighting equipment as determined by the local fire official, flame effects before an audience shall be permitted in accordance with NFPA 160, Standard for Flame Effects Before an Audience, as adopted by the Rules and Regulations of the Safety Fire Commissioner. The ceiling height may be lowered to a minimum of 15 feet upon approval of the authority having jurisdiction having witnessed a demonstration of all types of devices being used in the display.
(Effective January 1, 2007)
SECTION 310
SMOKING
*Delete paragraph 310.1 in its entirety and substitute in its place the following:
310.1 General. The smoking or carrying of a lighted pipe, cigar, cigarette or any other type of smoking paraphernalia or material is prohibited in buildings, structures, or areas, or portions of buildings, structures, or areas, as indicated is this section, or any other section of this Code or in any other code or standard, as adopted the Rules and Regulations of the Safety Fire Commissioner.
(Effective January 1, 2007)
*Add a new Section 316 to read as follows:
SECTION 316
LABORATORIES
316.1 General. Laboratories in which chemicals are used shall comply with NFPA 45, as adopted by the Rules and Regulations of the Safety Fire Commissioner.
Exception: Laboratories in I-2 (healthcare) occupancies and in medical and dental offices, which shall comply with NFPA 99, as adopted by the Rules and Regulations of the Safety Fire Commissioner.
(Effective January 1, 2007)
CHAPTER 4
EMERGENCY PLANNING AND PREPAREDNESS
SECTION 406
EMPLOYEE TRAINING AND RESPONSE PROCEDURES
*Add an exception to paragraph 406.2 to read as follows:
Exception Child care-giver training. A minimum of five hours initial fire safety training and recommendation for receipt of a certificate of merit for successful completion of the training shall be required for all directors, operators and all staff members of day-care centers and group day-care homes. The curriculum for the fire safety training shall receive written approval by the State Fire Marshal's Office and be taught by an instructor registered with the Safety Fire Commissioner's Office. All staff members shall receive this training within 90 days from receipt of a license, being commissioned or the opening of a new center or home. Any new staff member shall receive a minimum of five hours initial fire safety training and recommendation for receipt of a certificate of merit for successful completion of the training within 90 days of employment. In addition, a minimum of two hours fire safety refresher training recommendation for receipt of a certificate of merit for successful completion of the training shall be required for all directors, operators and all staff members of day-care centers and group day-care homes every three years from the date initial training is received. The curriculum for the fire safety refresher training shall receive written approval by the State Fire Marshal's Office and be taught by an instructor registered with the Safety Fire Commissioner's Office.
(Effective January 1, 2007)
SECTION 408
USE AND OCCUPANCY-RELATED REQUIREMENTS
*Add new paragraphs 408.2.3 and 408.2.3.1 to read as follows:
408.2.3 Crowd Managers. Assembly occupancies having occupant loads of 100 or more shall be provided with a minimum of one trained crowd manager or crowd manager supervisor. Where the occupant load exceeds 250, additional trained crowd managers or crowd manager supervisors shall be provided at a ratio of 1:250, crowd manager/supervisor to occupants, respectively, unless otherwise permitted by the following:
1. This requirement shall not apply to assembly occupancies used exclusively for religious worship with an occupant load not exceeding 2000.
2. With the exception of assembly occupancies noted above where alcoholic beverages are consumed, the ratio of trained crowd managers to occupants shall be permitted to be reduced where, in the opinion of the authority having jurisdiction, the existence of an approved, supervised sprinkler system and the nature of the event warrant.
(Effective January 1, 2007)
408.2.3.1 The crowd manager shall receive approved training in crowd management techniques.
(Effective January 1, 2007)
*Revise Section 408.5.5 'Resident participation' to add an exception as follows:
408.5.5 Resident participation.
Exception: Actual exiting from windows shall not be required. Where a drill scenario includes the escape from windows, opening the window and signaling for assistance shall be acceptable.
(Effective January 1, 2007)
CHAPTER 5
FIRE SERVICE FEATURES
SECTION 501
GENERAL
*Add a new paragraph 501.5 to read as follows:
501.5 Where buildings or facilities fall under the jurisdiction of the Georgia Safety Fire Commissioner as set forth in the Official Code of Georgia Annotated (O.C.G.A.), Title 25, Chapter 2, except for State owned facilities, it is intended that the provisions of Chapter 5 that primarily relate to fire department response, access to facilities, access to building interiors, key boxes, premises identification, fire department connection locations, and fire hydrant locations be administered by the local Fire Chief and / or Fire Code Official responsible for providing fire or other emergency response to the buildings or facilities. With regard to State owned facilities, that are not provided with a facility fire department, it is intended that the local Fire Chief and/or Fire Code Official have input in the planning of facilities with regard to the noted provisions covered by Chapter 5.
(Effective January 1, 2007)
SECTION 503
FIRE APPARATUS ACCESS ROADS
*Delete paragraph 503.1.1 in its entirety and substitute in its place the following:
503.1.1 Buildings and facilities. Approved fire apparatus access roads shall be provided for every facility, building or portion of a building hereafter constructed or moved into or within the jurisdiction as determined by the local Fire Chief and/or Fire Code Official of the responding fire department or agency. The fire apparatus access road shall comply with the requirements of this section and shall extend to within 150 feet (45.7 m) of all portions of the facility or any portion of the exterior wall of the first story of the building as measured by an approved route around the exterior of the building or facility.
Exception: The local Fire Chief and/or Fire Code Official of the responding fire department or agency is authorized to increase the dimension of 150 feet (45.7 m) where:
1. The building is equipped throughout with an approved automatic sprinkler system installed in accordance with Section 903.3.1.1, 903.3.1.2 or 903.3.1.3.
2. Fire apparatus access roads cannot be installed because of location on property, topography, waterways, nonnegotiable grades or other similar conditions, and an approved alternative means of fire protection is provided.
3. There are not more than two Group R-3 or Group U occupancies.
(Effective January 1, 2007)
SECTION 504
ACCESS TO BUILDING OPENINGS AND ROOFS
*Add a new paragraph 504.1.1 to read as follows:
504.1.1 Access Doors. For fire fighting purposes, there shall be at least one access door in each 100 linear feet (30.5 m) or major fraction thereof of the exterior walls which face the access roadways required by Section 503, unless otherwise required in this code section. In exterior walls designed with continuous rolling dock doors, which face access roadways, there shall be at least one access door in each 200 linear feet (61 m) or fraction thereof. Required access doors shall be a minimum of 3 feet (0.9 m) wide and 6 feet 8 inches (2 m) high and shall be accessible without use of a ladder. Rolling doors are acceptable for such purposes in buildings protected throughout by an approved automatic sprinkler system(s) unless otherwise approved for unsprinklered buildings by the local Fire Chief and/or Fire Code Official.
(Effective January 1, 2007)
SECTION 508
FIRE PROTECTION WATER SUPPLIES
*Delete paragraph 508.5.1 in its entirety and substitute in its place the following:
508.5.1 Where required. Where a portion of the facility or building hereafter constructed or moved into or within the jurisdiction is more than 500 feet (152 m) from a hydrant on a fire apparatus access road, as measured by an approved route around the exterior of the facility or building, on-site fire hydrants and mains shall be provided where required by the local Fire Chief and/or Fire Code Official of the responding fire department or agency.
Exceptions:
1. For group R-3 and Group U occupancies, the distance requirement shall be 600 feet (183 m).
2. For buildings equipped throughout with an approved automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2, the distance requirement shall be 600 feet (183 m).
(Effective January 1, 2007)
CHAPTER 6
BUILDING SERVICES AND SYSTEMS
SECTION 601
GENERAL
*Add a new paragraph 601.3 to read as follows:
601.3 Where reference is made in this Code to the International Electrical Code, it shall be construed as referencing NFPA 70, National Electrical Code (NEC) as adopted by Chapter 120-3-3, Rules and Regulations of the Safety Fire Commissioner.
(Effective January 1, 2007)
SECTION 603
FUEL-FIRED APPLIANCES
*Delete paragraph 603.1.4 in its entirety and substitute in its place the following:
603.1.4 Fuel Oil. The grade of fuel oil used in a burner shall be that for which the burner is approved and as stipulated by the manufacturer. The use of crankcase oil or any other oil containing gasoline shall not be used except as permitted in NFPA 31, Standard for the Installation of Oil-Burning Equipment, as adopted by Chapter 120-3-11, Rules and Regulations of the Safety Fire Commissioner.
(Effective January 1, 2007)
*Delete 603.4 in its entirety and substitute in its place the following (603.4.1 remains unchanged):
603.4 Portable heaters. Portable liquefied petroleum gas, or liquid fuel fired space heating devices designed to be portable are prohibited in all portions of occupancies in Groups A, E, I, R-1, R-2, R-3 and R-4.
Exceptions:
1. In emergency conditions, when approved by the authority having jurisdiction, equipment designed to be portable may be used for a specified time provided such equipment is properly protected and separated from combustibles as specified by the manufacturer's instructions and the authority having jurisdiction.
2. Listed and approved unvented fuel-fired heaters in one- and two-family dwellings.
(Effective January 1, 2007)
SECTION 605
ELECTRICAL EQUIPMENT, WIRING AND HAZARDS
*Delete paragraph 605.10 in its entirety and substitute in its place the following (Paragraphs 605.10.1 through 605.10.4 remain unchanged)
(Effective January 1, 2007)
605.10 Portable, electric space heaters. Portable, electric space heaters shall be prohibited in all portions of occupancies in Groups A, E, R-1, R-2, and R-4. Where permitted, portable electric space heaters shall comply with Sections 605.10.1 through 605.10.4.
(Effective January 1, 2007)
*Add a new paragraph 605.11 to read as follows:
605.11 Separation from Transformers. Space separation for transformers shall be as follows:
1. Transformer pad locations shall be a minimum of 10 feet (3 m) from any building, building overhangs, canopies, exterior walls, balconies, exterior stairs and/or walkways connected to the building.
2. Transformer pad edges shall be not less than 14 feet (4.3 m) from any doorway.
3. Transformer pad edges shall be not less than 10 feet (3 m) from any window or other opening.
4. If the building has an overhang, the 10 foot (3 m) clearance shall be measured from a point below the edge of the overhang only if the building is three stories or less. If the building is four stories or more, the 10 foot (3 m) clearance shall be measured from the outside building wall.
5. Fire escapes, outside stairs, and covered walkways attached to or between buildings, shall be considered as part of the building.
Exception # 1:
For (1), transformer pads may be located closer to noncombustible walls than the above required minimum clearances upon written approval of the authority having jurisdiction, however, in no case shall the transformer location be less then 3 feet (0.9 m) from the building.
Exception # 2:
Transformer pads existing prior to December 31, 1994, are exempted from this requirement. When buildings are modified, reductions in space separations may be less than the above required minimum clearances upon written approval of the authority having jurisdiction.
(Effective January 1, 2007)
SECTION 609
COMMERCIAL KITCHEN HOODS
*Delete paragraph 609.1 in its entirety and substitute in its place the following:
609.1 General. Commercial kitchen exhaust hoods and residential cooking appliances in commercial and public buildings shall comply with the requirements of NFPA 96, Standard for Ventilation Control and Fire Protection of Commercial Cooking Operations, as adopted by Chapter 120-3-3 of the Rules and Regulations of the Safety Fire Commissioner.
(Effective January 1, 2007)
*Delete paragraph 609.2 in its entirety and substitute in its place the following:
609.2 Where required. A commercial hood complying with NFPA 96 shall be installed at or above all commercial cooking appliances and domestic cooking appliances used for commercial purposes that produce grease laden vapors.
Exception: Except as provided for in the scoping provisions subsection 1.1.4 of NFPA 96.
(Effective January 1, 2007)
CHAPTER 7
FIRE-RESISTANCE-RATED CONSTRUCTION
SECTION 703
FIRE-RESISTANCE-RATED CONSTRUCTION
*Add a new paragraph 703.5to read as follows:
703.5 Barrier Identification. All fire and/or smoke barriers or walls shall be effectively and permanently identified with signs or stenciling above a decorative ceiling and/or in concealed spaces with letters a minimum of 2 inches (51 mm) high on a contrasting background spaced a maximum of 12 feet (3.7 m) on center with a minimum of one per wall or barrier. The hourly rating shall be included on all rated barriers or walls. Suggested wording '(__) Hour Fire and Smoke Barrier-Protect All Openings.'
Exception: Existing stenciling acceptable to the authority having jurisdiction.
(Effective January 1, 2007)
SECTION 704
FLOOR OPENINGS AND SHAFTS
*Delete 704.1 in its entirety and substitute in its place the following:
704.1 Enclosures. The provisions of NFPA 101, Life Safety Code, as adopted by Chapter 120-3-3 of the Rules and Regulations of the Safety Fire Commissioner, shall govern the enclosure requirements of vertical shafts, including but not limited to stairways and service and utility shafts. (Refer to Table 102.10, CODES REFERENCE GUIDE)
(Effective January 1, 2007)
*Delete 704.2 in its entirety and substitute in its place the following:
704.2 Opening protectives. The provisions of NFPA 101, Life Safety Code, as adopted by Chapter 120-3-3 of the Rules and Regulations of the Safety Fire Commissioner, shall govern the protection of openings in fire rated enclosures and barriers, including the self-closing or automatic closing of opening protectives.
(Effective January 1, 2007)
CHAPTER 8
INTERIOR FINISH, DECORATIVE MATERIALS AND
FURNISHINGS
SECTION 801
GENERAL
*Delete Sections 801 through 804 in their entirety and substitute in their place the following:
SECTION 801 GENERAL, 801.1 Scope. The provisions of NFPA 101, Life Safety Code, as adopted by Chapter 120-3-3 of the Rules and Regulations of the Safety Fire Commissioner, shall govern interior finish and interior trim, in proposed (new) and existing buildings. Sections 805, 806, 807, and 808 of this Code shall govern decorative vegetation, decorative materials other than decorative vegetation, and furniture and furnishings in proposed (new) and existing buildings. (Refer to Table 102.10, CODES REFERENCE GUIDE)
(Effective January 1, 2007)
CHAPTER 9
FIRE PROTECTION SYSTEMS
SECTION 901
GENERAL
*Delete paragraph 901.4.2 in its entirety and substitute in its place the following:
901.4.2 Provisions in excess of the minimum Code requirements shall, as a minimum, be installed to meet the provisions of the currently adopted code(s) and/or standard(s) which may be applicable to the provision at the time of its installation. Any non-required fire protection system which is added onto, or interconnected with, any required fire protection system (of a similar type), shall be designed, installed, and maintained in accordance with the provisions of the currently adopted code(s) and/or standard(s) which may be applicable to the provision at the time of its installation.
Exceptions:
1. Other installations not conforming with the provisions of the currently adopted code(s) and/or standard(s) applicable to the provision at the time of its installation if such installations are reported and filed with the local responding fire department and the authority having jurisdiction. In addition, such systems shall be identified as required by the authority having jurisdiction.
2. Non-required systems designed, reviewed, installed and approved in accordance with local codes and/or ordinances.
(Effective January 1, 2007)
*Add a new paragraph 901.6.3 to read as follows:
901.6.3 Automatic sprinkler systems, standpipe systems, and other water based fire extinguishing systems, including fire pumps, required or installed, shall be maintained in accordance with NFPA 25, Standard for the Inspection, Testing, and Maintenance of Water-Based Fire Protection Systems, adopted by Chapter 120-3-3, Rules and Regulations of the Safety Fire Commissioner. A certificate of inspection, as specified by NFPA Standard 25, shall be retained on file at the facility and shall be made available to the Fire Code Official upon request for review for a period of at least three years.
(Effective January 1, 2007)
*Delete paragraph 901.7.2 and substitute in its place the following:
Tag Required.
(a) A tag shall be used to indicate that a system, or portion thereof, has been removed from service.
(b) For water based fire protection systems the tagging provisions of NFPA 25, Standard for the Inspection, Testing, and Maintenance of Water-Based Fire Protection Systems, as adopted by Chapter 120-3-3 of the Rules and Regulations of the Safety Fire Commissioner shall apply.
(Effective January 1, 2007)
SECTION 903
AUTOMATIC SPRINKLER SYSTEMS
*Delete paragraph 903.2 in its entirety and substitute in its place the following:
903.2 Where required. (a) Approved automatic sprinkler systems for proposed (new) and existing buildings and structures shall be installed as required by the applicable provisions of NFPA 101, Life Safety Code, as adopted by Chapter 120-3-3 of the Rules and Regulations of the Safety Fire Commissioner, provided, however, the International Building Code shall govern the requirements for sprinkler protection that is related to minimum building construction types. In addition, automatic sprinkler systems may be required by other NFPA standards adopted by Chapter 120-3-3 Rules and Regulations of the Safety Fire Commissioner. (Refer to Table 102.10, CODES REFERENCE GUIDE).
Exception: Spaces or areas in telecommunications buildings used exclusively for telecommunications equipment, associated electrical power distribution equipment, batteries and standby engines, provided those spaces or areas are equipped throughout with a supervised automatic fire alarm system, and are separated from the remainder of the building by fire barriers consisting of walls and floor / ceiling assemblies having a fire resistance rating of not less than 2-hours.
Note: NFPA 76, Recommended Practice for the Fire Protection of Telecommunications Facilities, should be consulted. Refer to the edition adopted as a recommended practice by Chapter 120-3-3 of the Rules and Regulations of the Safety Fire Commissioner.
(Effective January 1, 2007)
*Add a new paragraph 903.2.1 to read as follows:
903.2.1 Basic design and installation requirements. The requirements for the installation, design, and testing of automatic sprinkler systems shall be, as applicable by, NFPA 13, Standard for the Installation of Sprinkler Systems, NFPA 13D, Standard for the Installation of Sprinkler Systems in One- and Two-Family Dwellings and Manufactured Homes, or NFPA 13R, Standard for the Installation of Sprinkler Systems in Residential Occupancies up to and Including Four Stories in Height, as adopted and modified by Chapter 120-3-3, Rules and Regulations of the Safety Fire Commissioner.
(Effective January 1, 2007)
SECTION 904
ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING
SYSTEMS
* Delete paragraph 904.2.1 in its entirety and substitute in its place the following:
904.2.1 Commercial hood and duct systems. Each required commercial kitchen exhaust hood and duct system required by Section 610 to have a commercial hood complying with NFPA 96 shall be protected with an approved automatic fire-extinguishing system installed in accordance with this code.
(Effective January 1, 2007)
*Delete paragraph 904.11 in its entirety and substitute in its place the following paragraphs:
904.11 Fire Protection for Cooking Operations.
904.11.1 The requirements for, as well as the design, installation, protection, and maintenance of cooking equipment, shall be as required by NFPA 101, Life Safety Code and NFPA 96, Standard for the Ventilation Control and Fire Protection of Commercial Cooking Operations, as adopted by Chapter 120-3-3, Rules and Regulations of the Safety Fire Commissioner. (Refer to Table 102.10, CODES REFERENCE GUIDE)
(Effective January 1, 2007)
904.11.2 Fire suppression systems approved for the protection of commercial cooking equipment shall be designed, installed, tested, and maintained in accordance with the applicable standards adopted in Chapter 120-3-3, Rules and Regulations of the Safety Fire Commissioner.
(Effective January 1, 2007)
SECTION 905
STANDPIPE SYSTEMS
*Delete paragraph 905.1 in its entirety and substitute in its place the following:
905.1 General. The State's minimum requirements for standpipe systems shall be as required by the Code and the International Building Code. Standpipe systems shall be designed, installed and tested in accordance with NFPA Standard 14, Standard for the Installation of Standpipe, Private Hydrant, and Hose Systems, as adopted by Chapter 120-3-3 of the Rules and Regulations of the Safety Fire Commissioner. (Refer to Table 102.10, CODES REFERENCE GUIDE)
(Effective January 1, 2007)
SECTION 906
PORTABLE FIRE EXTINGUISHERS
*Delete paragraph 906.1 in its entirety and substitute in its place the following:
906.1 Portable Fire Extinguishers - General. Portable fire extinguishers shall be installed in all buildings, structures, and facilities falling under this Code and O.C.G.A. 25-2. For any other building, structure, facility, condition or special hazard, portable fire extinguishers shall be provided as may be required by this Code in Table 906.1,or by various codes and standards adopted by Chapter 120-3-3 of the Rules and Regulations of the Safety Fire Commissioner. (Refer to Table 102.10, CODES REFERENCE GUIDE)
(Effective January 1, 2007)
*Delete paragraph 906.2 in its entirety and substitute in its place the following:
906.2 General requirements. The selection, distribution, installation, and maintenance of portable fire extinguishers that are required or installed shall be in accordance with NFPA Standard 10, Standard for Portable Fire Extinguishers, as adopted by Chapter 120-3-3, Rules and Regulations of the Safety Fire Commissioner.
Exceptions:
1. The maximum travel distance to reach an extinguisher shall not apply to the spectator seating portions of Group A-5 assembly occupancies.
2. Thirty-day inspections shall not be required and maintenance shall be allowed to be once every three years for dry-chemical or halogenated agent portable fire extinguishers that are supervised by a listed and approved electronic monitoring device, provided that all of the following conditions are met:
2.1. Electronic monitoring shall confirm that extinguishers are properly positioned, properly charged and unobstructed.
2.2. Loss of power or circuit continuity to the electronic monitoring device shall initiate a trouble signal.
2.3. The extinguishers shall be installed inside of a building or cabinet in a noncorrosive environment.
2.4. Electronic monitoring devices and supervisory circuits shall be tested every three years when extinguisher maintenance is performed.
2.5. A written log of required hydrostatic test dates for extinguishers shall be maintained by the owner to ensure that hydrostatic tests are conducted at the frequency required by NFPA 10.
3. In Group E occupancies, in lieu of locating fire extinguishers in corridors and normal paths of travel as specified in NFPA 10, Standard for Portable Fire Extinguishers, fire extinguishers may be located in rooms that open directly onto such corridors and pathways provided all of the following are met:
(a) The room in which such extinguishers are placed are located in close proximity to that portion of the corridor where a fire extinguisher would otherwise be placed in accordance with NFPA 10, Standard for Portable Fire Extinguishers;
(b) A sign which states in white letters at least one inch in height on a red background, 'FIRE EXTINGUISHER LOCATED IN THIS ROOM,' is placed on the corridor wall immediately adjacent to the entrance way of each such room so that it can be clearly seen at all times;
(c) The rooms in which such extinguishers are placed shall be constantly supervised during school hours; and
(d) Those rooms cannot be subject to being locked at any time the building is occupied.
(Effective January 1, 2007)
*Delete paragraph 906.9 in its entirety and substitute in its place the following:
906.9 Height above floor. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 54 inches and not less than 48inches above the floor. Hand-held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of installed hand-held extinguishers shall not be less than 4 inches (102 mm).
(Effective January 1, 2007)
SECTION 907
FIRE ALARM AND DETECTION SYSTEMS
*Delete paragraph 907.1 in its entirety and substitute in its place the following, while retaining existing subsections:
907.1 Fire Alarm Systems - General. The State's minimum requirements for fire alarm systems shall be as required by NFPA 101, Life Safety Code. Fire alarm systems shall be designed, installed, tested, and maintained in accordance with NFPA Standard 72, National Fire Alarm Code, as adopted by Chapter 120-3-3, Rules and Regulations of the Safety Fire Commissioner. (Refer toTable 102.10, CODES REFERENCE GUIDE)
(Effective January 1, 2007)
*Delete paragraphs 907.2 through 907.16 in their entirety and without substitution.
SECTION 909
SMOKE CONTROL SYSTEMS
* Delete 909.1 in its entirety and substitute in its place the following:
909.1 Scope and purpose. This section applies to mechanical or passive smoke control systems when they are required for proposed (new) buildings or portions thereof by provisions of the Life Safety Code (LSC) or this Code, as adopted by the Rules and Regulations of the Safety Fire Commissioner, or by provisions of the International Building Code (IBC), as adopted by the Department of Community Affairs.The purpose of this section is to establish minimum requirements for the design, installation, and acceptance testing of smoke control systems that are intended to provide a tenable environment for the evacuation or relocation of occupants. These provisions are not intended for the preservation of contents, the timely restoration of operations, or for assistance in fire suppression or overhaul activities. Smoke control systems regulated by this section serve a different purpose than the smoke- and heat- venting provisions found in Section 910. Mechanical smoke control systems shall not be considered exhaust systems under Chapter 5 of the International Mechanical Code (IMC).
(Effective January 1, 2007)
*Delete paragraph 909.2 in its entirety and substitute in its place the following:
909.2 General design requirements. Buildings, structures, or portions thereof required by provisions of the Life Safety Code (LSC) or this Code, as adopted by the Rules and Regulations of the Safety Fire Commissioner, or by provisions of the International Building Code, as adopted by the Department of Community Affairs, to have a smoke control system or systems shall have such systems designed in accordance with the applicable requirements of Section 909 of this Code and the generally accepted and well established principles of engineering relevant to the design. The construction documents shall include sufficient information and detail to describe adequately the elements of the design necessary for the proper implementation of the smoke control systems. These documents shall be accompanied with sufficient information and analysis to demonstrate compliance with these provisions.
(Effective January 1, 2007)
*Add a new paragraph 909.2.1 to read as follows:
909.2.1 Smoke Control. For the purposes of 909.2 the following publications shall be considered as providing the generally accepted and well established principles of engineering relevant to design of required smoke control systems to demonstrate compliance with these provisions.
(1) NFPA 92A, Standard for Smoke Control Systems Utilizing Barriers and Pressure Differences
(2) NFPA 92B, Standard for Smoke Management Systems in Malls, Atria, and Large Areas
(3) NFPA SPP-53, Smoke Control in Fire Safety Design
(4) ASHRAE/SFPE, Design of Smoke Management Systems
(5) ASHRAE, Guideline 5: Guideline for Commissioning Smoke Management Systems"
(6) NFPA 101, Life Safety Code (For non-mandatory guidance involving systems for existing detention and correction facilities refer to A.23.3.1.3 of the 2000 Edition)
(Effective January 1, 2007)
SECTION 914
FIRE PROTECTION BASED ON SPECIAL DETAILED
REQUIREMENTS OF USE AND OCCUPANCY
*Insert a new paragraph 914.7.3 to read as follows:
914.7.3 Limited Use Special Amusement Buildings: Special amusement buildings not open to the public in excess of 45 days shall be permitted, provided all of the following conditions are met:
1. Portable fire extinguishers with a minimum of a 2A:10B:C rating are placed at each activity or viewing station;
2. A smoke detection system is placed throughout the facility with a detector located at each activity or viewing station and located throughout corridors and halls not to exceed a spacing more than 15 feet (4.6 m) from a wall or more than 30 feet (9.1 m) on center;
3. Emergency lighting shall be provided which will cause illumination of the means of egress upon activation of the fire alarm, any required smoke detector, or upon loss of power;
4. Personnel dedicated for the sole purpose of providing a fire watch shall be stationed at each activity or viewing station. Such personnel shall be provided with a direct communication device for communication with all other stations throughout the facility. In addition such personnel shall be provided with appropriate training for the operation of portable fire extinguishing equipment;
5. Communication to the responding fire department of emergency dispatch center is available from the facility;
6. The facility shall be posted prohibiting smoking with smoking receptacles located a minimum of 15 feet (9.1 m) from the structure;
7. A fire tour is conducted throughout the structure every hour and documentation of the time the tour was conducted including the name of personnel conducting the fire tour is maintained. Such documentation shall be readily available to the code official upon request.
(Effective January 1, 2007)
CHAPTER 10
MEANS OF EGRESS
SECTION 1001
GENERAL
*Delete Sections 1001 through 1027 in their entirety and substitute in their place the following:
1001.1 General. Proposed (new) and existing buildings or portions thereof shall be provided with means of egress and related safeguards as set forth by NFPA 101, Life Safety Code, as adopted by Chapter 120-3-3 of the Rules and Regulations of the Safety Fire Commissioner. (Refer to Table 102.10, CODES REFERENCE GUIDE)
(Effective January 1, 2007)
*Add the following paragraph 1001.2 to read as follows:
1001.2 Overcrowding and Life Safety Hazard Prevention. Overcrowding or admittance of any person beyond the approved capacity of a building or a portion thereof shall not be allowed. It is the responsibility of the manager and the person in charge of a building, structure, or portion thereof not to allow an overcrowded condition or any condition which constitutes a life safety hazard to exist, and to take prompt action to remedy an overcrowded condition or life safety hazard when evidence of such a condition is noted, or when advised or ordered by the Fire Code Official or his/her representative. (Refer to Section 202 and to 107.6)
(Effective January 1, 2007)
*Delete paragraph 1028.1 in its entirety and substitute in its place the following:
1028.1 General. The means of egress and related safeguards for buildings and structures or portions thereof shall be maintained in accordance with this section and with the provisions of NFPA 101, Life Safety Code, as adopted by Chapter 120-3-3 of the Rules and Regulations of the Safety Fire Commissioner.
(Effective January 1, 2007)
*Delete paragraph 1028.4 in its entirety and substitute in its place the following:
1028.4 Exit signs, emergency lighting, and emergency power systems. Exit signs shall be properly maintained and shall be operable when a building or structure is occupied. Emergency lighting and emergency power for exit signs shall be maintained so as to be in a state of operational readiness at any time a building or structure is occupied. Emergency generators and power systems shall be tested and maintained as set forth by 604.3 of this Code.
(Effective January 1, 2007)
CHAPTER 11
AVIATION FACILITIES
SECTION 1103
GENERAL PRECAUTIONS
*Delete paragraph 1103.5 in its entirety and substitute in its place the following:
1103.5 Dispensing of flammable and combustible liquids. No dispensing, transfer or storage of flammable or combustible liquids shall be permitted inside any building or structure.
Exceptions:
1. As provided in Chapter 34 of this Code, provided the provisions are not less protective than the provisions of any applicable codes and standards adopted by the Rules and Regulations of the Safety Fire Commissioner.
2. When the procedures used follow the guidelines and requirements set forth in NFPA 410, Standard for Aircraft Maintenance.
(Effective January 1, 2007)
SECTION 1106
AIRCRAFT FUELING
*Delete paragraphs 1106.1 through 1106.21.1 in their entirety and substitute in their place a new paragraph 1106.1 to read as follows:
1106.1 Aircraft motor vehicle fuel-dispensing stations and Airport Fuel Systems. All aircraft motor vehicle fuel-dispensing stations and airport fuel systems shall be in accordance with Chapter 120-3-11 Rules and Regulations of the Safety Fire Commissioner entitled, 'Rules and Regulations for Flammable and Combustible Liquids.'
(Effective January 1, 2007)
SECTION 1107
HELISTOPS AND HELIPORTS
*Delete paragraph 1107.1 in its entirety and substitute in its place the following:
1107.1 General. Helistops and heliports shall be maintained in accordance with Section 1107. Helistops and heliports on buildings or structures shall be constructed in accordance with the IBC and the requirements set forth by NFPA 418, Standard for Heliports.
(Effective January 1, 2007)
CHAPTER 22
MOTOR FUEL-DISPENSING FACILITIES AND REPAIR
GARAGES
SECTION 2201
GENERAL
*Delete paragraphs 2201.1 through 2201.6 in their entirety and substitute in their place a new paragraph 2201.1 to read as follows:
2201.1 Scope. Automotive motor fuel-dispensing facilities, marine motor fuel-dispensing facilities, fleet vehicle motor fuel-dispensing facilities and repair garages shall be in accordance with Chapter 120-3-11 Rules and Regulations of the Safety Fire Commissioner entitled, 'Rules and Regulations for Flammable and Combustible Liquids'.
Exception: This chapter shall apply to hydrogen motor fuel-dispensing and generation facilities as specified in section 2209 and repair garages where referenced by subsection 406.6, entitled, 'Repair Garages,' of the International Building Code.
(Effective January 1, 2007)
SECTION 2203
LOCATION OF DISPENSING DEVICES
*Delete sections 2203 through 2208 and all other paragraphs there under and Section 2210 all other paragraphs there under in their entirety without substitution.
(Effective January 1, 2007)
CHAPTER 27
HAZARDOUS MATERIALS-GENERAL PROVISIONS
SECTION 2701
GENERAL
*Add two new exceptions to paragraph 2701.1 to read as follows:
Exception #1.
Storage, transportation, use, dispensing, mixing and handling of Flammable and Combustible Liquids as outlined in Chapter 120-3-11 Rules and Regulations of the Safety Fire Commissioner entitled, 'Rules and Regulations for Flammable and Combustible Liquids.'
Exception #2.
Storage, handling, and transportation of liquefied petroleum gas (LP-Gas) and the installation of LP-gas equipment pertinent to systems for such use as outlined Chapter 120-3-16 Rules and Regulations of the Safety Fire Commissioner entitled, 'Rules and Regulations for Liquefied Petroleum Gases.'
(Effective January 1, 2007)
SECTION 2703
GENERAL REQUIREMENTS
*In Table 2703.11.1, add superscript "k" to Oxidizers in the Material column and add the following footnote "k" to read as follows:
k. Group M occupancies with Class 2 and Class 3 oxidizers exceeding these quantities shall include fire protection in accordance with NFPA 430, Section 7-4.
(Effective January 1, 2007)
CHAPTER 33
EXPLOSIVES AND FIREWORKS
SECTION 3301
GENERAL
*Delete Sections 3301 through 3307 and all related paragraphs there under in their entirety and substitute in their place the following:
3301. Explosives and blasting. The provisions of Chapter 120-3-10 Rules and Regulations of the Safety Fire Commissioner entitled, 'Rules and Regulations for Explosives and Blasting Agents' shall govern the possession, manufacture, storage, handling, sale and use of explosives, explosive materials and small arms ammunitions.
(Effective January 1, 2007)
SECTION 3308
FIREWORKS DISPLAY
*Delete paragraph 3308.1 in its entirety and substitute in its place the following:
3308.1 GENERAL PROVISIONS. In addition to the requirements of this Section for the display of fireworks the provisions of O.C.G.A. Title 25, Chapter 2, and Chapter 120-3-22, Rules and Regulations of the Safety Fire Commissioner, shall apply. Where there may be a conflict between a provision of this Section and a provision of the above referenced law or regulation, the provision of the above referenced law or regulation shall apply. Nothing in this chapter shall be construed to prohibit the use of fireworks by railroads or other transportation agencies for the signal purposes or illumination, or the sale or use of blank cartridges for a show or theater, or for signal or ceremonial purposes in athletics or sports or for the use by military organizations.
(Effective January 1, 2007)
*Delete paragraph 3308.11 in its entirety and substitute in its place the following:
3308.11 Retail display and sale. (a) Fireworks as defined in the Official Code of Georgia (O.C.G.A.) Title 25, Chapter 10 in 25-10-1 (a)(1) shall not be made available for sale at retail or wholesale, except as provided in O.C.G.A. 25-10. (b) Non-explosive sparkling devices as defined in O.C.G.A. 25-10-1(b) are permitted for retail sales to the public, provided, however, it is unlawful for any such devices to be sold to any person under 18 years of age (O.C.G.A. 25-10-2(b)(1). In addition, it is unlawful to sell such items to any person by any means other than an in-person, face-to-face sale. Further, such person shall provide proper identification to the seller at the time of such purchase. The term 'proper identification' means any document issued by a governmental agency containing a description of the person, such person's photograph, or both, and giving such person's date of birth and includes without being limited to, a passport, military identification card, driver's license, or an identification card authorized under O.C.G.A. Sections 40-5-100 through 40-5-104. (c) In areas where devices are stored or displayed for retail sales, at least one pressurized-water type portable fire extinguisher complying with NFPA 10, as adopted by Chapter 120-3-3 of the Rules and Regulations of the Safety Fire Commissioner shall be located not more than 20 feet and not closer than 15 feet from the storage or display location. In addition,"NO SMOKING" signs complying with Section 310 shall be conspicuously posted in areas of such storage or display, unless in a building where smoking is clearly marked as prohibited.
(Effective January 1, 2007)
CHAPTER 34
FLAMMABLE AND COMBUSTIBLE LIQUIDS
SECTION 3401
GENERAL
*Add a new nonapplicability paragraph number 10 to paragraph 3401.2 to read as follows:
10. The storage, transportation, use, dispensing, mixing and handling of Flammable and Combustible Liquids as outlined in Chapter 120-3-11 Rules and Regulations of the Safety Fire Commissioner entitled, 'Rules and Regulations for Flammable and Combustible Liquids.'
(Effective January 1, 2007)
CHAPTER 38
LIQUEFIED PETROLEUM GASES
*Delete Sections 3801 through 3811 and all related paragraphs there under in their entirety and substitute in their place a new Section 3801 to read as follows:
SECTION 3801
GENERAL
3801.1 Scope. Storage, handling and transportation of liquefied petroleum gas (LP-gas) shall comply with NFPA 58. Properties of LP-gases shall be determined in accordance with Appendix B of NFPA 58. The design and construction of propane, butane, propylene, butylenes and other liquefied petroleum gas-distribution facilities shall conform to the applicable provisions of Sections 415.6.3.1 through 415.6.3.5.2 of the International Building Code. The design and installation of piping, equipment and systems that utilize liquefied petroleum gas shall be in accordance with Chapter 120-3-16 Rules and Regulations of the Safety Fire Commissioner entitled, 'Rules and Regulations for Liquefied Petroleum Gases.' Liquefied petroleum gas-distribution facilities shall be ventilated in accordance with the International Mechanical Code and Section 415.6.3.1. (Refer to Table 102.10, CODES REFERENCE GUIDE).
(Effective January 1, 2007)
CHAPTER 45
REFERENCED STANDARDS
Replace the ICC EC - 06 ICC Electrical Code reference with the Georgia State Minimum Standard Electrical Code (National Electrical Code). The following are the section numbers where such references exist:
603.1.3, 603.1.7, 603.5.2, 604.2.16.1, 604.2.16.2, 605.1, 605.3, 605.4, 605.9, 606.16, 904.3.1, 907.6, 909.11, 909.12.1, 909.16.3, 1106.3.4, 1204.2.3, Table 1304.1, 1404.7, 1503.2.1, 1503.2.1.1, 1503.2.1.4, 1503.2.5, 1504.6.1.2.2, 1504.9.4, 1604.5, 1703.2.1, 1803.7.1, 1803.7.2, 1803.7.3, 1903.4, 2004.1, 2201.5, 2205.4, 2208.8.1.2.4, 2209.2.3, 2211.3.1, 2211.8.1.2.4, 2403.12.6.1, 2404.15.7, 2606.4, 2703.7.3, 2703.8.7.1, 2703.9.4, 2704.7, 2705.1.5, 3003.7.6, 3003.8, 3003.16.11, 3003.16.14, 3203.7, 3203.7.2, 3403.1, Table 3403.1.1, 3403.1.3, 3404.2.8.12, 3404.2.8.17, 3406.2.8, 3503.1.5, 3503.1.5.1, 3606.5.5, 3606.5.6, 3704.2.2.8.
(Effective January 1, 2007)
Replace the NFPA Standard Reference numbers with the year edition with the same NFPA Standard Reference numbers and titles, however; each year edition shall be those as adopted by the Rules and Regulations of the Georgia Safety Fire Commissioner, Chapters 102-3-3, 120-3-10, 120-3-11 and 120-3-12. The following are the Standard Reference numbers and the section numbers where such references exist:
(Effective January 1, 2007)
National Fire Protection Association
Batterymarch Park
NFPA Quincy, MA 02269
|
Standard reference number |
Title |
Referenced in code section number |
|
10 |
Portable Fire Extinguishers. . . . . . . . .. .. |
Table 901.6.1, 906.2, 906.3, Table 906.3(1), Table 906.3(2), 2106.3 |
|
11 |
Low-, Medium-, High-expansion Foam ... . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . ... |
904.7, 3404.2.9.1.2 |
|
11A |
Medium- and High-expansion Foam Systems . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. |
904.7, 3404.2.9.1.2 |
|
12 |
Carbon Dioxide Extinguishing Systems.. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . .. |
Table 901.6.1, 904.8, 904.11 |
|
12A |
Halon 1301 Fire Extinguishing Systems .. . . . . . . . . . . . . . . . . . .................. . . . . . .. |
Table 901.6.1, 904.9 |
|
13 |
Installation of Sprinkler Systems:... |
Table 704.1, 903.3.1.1, 903.3.2, 903.3.5.1.1, 903.3.5.2, 904.11, 905.3.4, 907.9, 2301.1, 2304.2, Table 2306.2, 2306.9, 2307.2, 2307.2.1, 2308.2.2, 2308.2.2.1, 2310.1, 2501.1, 2804.1, 2806.5.7, 3404.3.3.9, Table 3404.3.6.3(7), 3404.3.7.5.1, 3404.3.8.4 |
|
13D |
Installation of Sprinkler Systems in One- and Two-family Dwellings and Manufactured Homes. 903.3.1.3, ................................................................................... |
903.3.5.1.1 |
|
13R |
Installation of Sprinkler Systems in Residential Occupancies up to and Including Four Stories in Height...................................................................... |
..903.3.1.2, 903.3.5.1.1, 903.3.5.1.2, 903.4 |
|
14 |
Installation of Standpipe and Hose Systems . . . . . . . . . .. . . . . . . . . . . . . . . . .. |
905.2, 905.3.4, 905.4.2, 905.8 |
|
15 |
Water Spray Fixed Systems for Fire Protection . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . |
3404.2.9.1.3 |
|
16 |
Installation of Foam-water Sprinkler and Foam-water Spray Systems . . . . . ... . . . . . . . . . . . ... |
904.7, 904.11 |
|
17 |
Dry Chemical Extinguishing Systems . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . .. |
Table 901.6.1, 904.6, 904.11 |
|
17A |
Wet Chemical Extinguishing Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. |
Table 901.6.1, 904.5, 904.11 |
|
20 |
Installation of Stationary Pumps for Fire Protection . . . ... . . . . . . . . . . . . . . . . . . . . . .. |
913.1, 913.2, 913.5.1 |
|
22 |
Water Tanks for Private Fire Protection . . . . . . . . . . . . . . . ............................................... ... |
508.2.2 |
|
24 |
Installation of Private Fire Service Mains and their Appurtenances . . . . . . . ... . . . . . . . . . . . .. |
508.2.1, 909.5 |
|
25 |
Inspection, Testing and Maintenance of Water-based Fire Protection Systems . . . .. |
508.5.3, Table 901.6.1, 904.7.1, 912.6, 913.5 |
|
30 |
Flammable and Combustible Liquids Code. ............. |
403.6.2, 3403.6.2.1, 3404.2.7, 3404.2.7.1, 3404.2.7.2, 3404.2.7.3.6, 3404.2.7.4, 3404.2.7.6, 3404.2.7.7, 3404.2.7.8, 3404.2.7.9, 3404.2.9.2, 3404.2.9.3, 3404.2.9.5.1.1, 3404.2.9.5.1.2, 3404.2.9.5.1.3, 3404.2.9.5.1.4, 3404.2.9.5.1.5, 3404.2.9.5.2, 3404.2.9.6.4, 3404.2.10.2, 3404.2.11.4, 3404.2.11.5.2, 3404.2.12.1, 3404.3.1, 3404.3.6, 3404.3.7.2.3, 3404.3.7.5.1, 3404.3.8.4, 3406.8.3 |
|
30A |
Code for Motor Fuel-dispensing Facilities and Repair Garages . .. |
2201.4, 2201.5, 2201.6, 2206.6.3, 2210.1 |
|
30B |
Manufacture and Storage of Aerosol Products. . . . . |
2801.1, 2803.1, 2804.1, Table 2804.3.1, Table 2804.3.2, Table 2804.3.2.2, 2804.4.1, 2804.5.2, 2804.6, Table 2806.2, 2806.2.3, 2806.3.2, Table 2806.4, 2806.5.1, 806.5.6, 2807.1 |
|
31 |
Installation of Oil-burning Equipment . . . . . . . . . . . . . .. . . . ..... |
603.1.7, 603.3.1, 603.3.3 |
|
32 |
Dry Cleaning Plants . . . . . . . . . . . . . . . . . .. |
1207.1, 1207.3 |
|
33 |
Spray Application Using Flammable or Combustible Materials . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . |
1504.3.2 |
|
34 |
Dipping and Coating Processes Using Flammable or Combustible Liquids . . . . . .... .. ... |
1505.3, 1505.4.1.1 |
|
35 |
Manufacture of Organic Coatings . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. |
2001.3, 2005.4 |
|
40 |
Storage and Handling of Cellulose Nitrate Film. .. . . .. |
306.2 |
|
51 |
Design and Installation of Oxygen-fuel Gas Systems for Welding, Cutting and Allied Processes ... |
2601.5, 2607.1, 2609.1 |
|
51A |
Acetylene Cylinder Charging Plants . . . . . . . . . . . . .. |
2608.1 |
|
52 |
Compressed Natural Gas (CNG) Vehicular Fuel System Code . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . |
3001.1 |
|
55 |
Standard for the Storage, Use and Handling of Compressed Gases and Cryogenic Fluids in Portable and Stationery Containers Cylinders and Tanks................................. ....... |
2209.2.1, 3201.1, 3501.1, 4001.1 |
|
57 |
Liquefied Natural Gas (LNG) Vehicular Fuel System Code . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . |
3001.1 |
|
58 |
Liquefied Petroleum Gas Code . .. . . . . . ............... |
3801.1, 3803.1, 3803.2.1, 3803.2.1.2, 3803.2.1.7, 3803.2.2, 3804.1, 3804.3.1, 3804.4, 3806.2, 3806.3, 3807.2, 3808.1, 3808.2, 3809.11.2, 3811.3 |
|
59A |
Production, Storage and Handling of Liquefied Natural Gas (LNG) . . . . . . . . .... . . . . . . ... |
3001.1, 3201.1 |
|
61 |
Prevention of Fires and Dust Explosions in Agricultural and Food Products Facilities . . .. . . .. |
Table 1304.1 |
|
69 |
Explosion Prevention Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .. |
911.1, 911.3, Table 1304.1 |
|
72 |
National Fire Alarm Code......................................... |
509.1, Table 901.6.1, 903.4.1, 904.3.5, 907.2, 907.2.1.1, 907.2.10, 907.2.10.4, 907.2.11.2, 907.2.11.3, 907.2.12.2.3, 907.2.12.3, 907.3, 907.5, 907.6, 907.10.2, 907.11, 907.15, 907.17, 907.18, 907.20, 907.20.2, 907.20.5 |
|
80 |
Fire Doors and Fire Windows . .. . . . . . . . . |
703.2, 1008.1.3.3 |
|
85 |
Boiler and Combustion System Hazards Code . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . |
Table 1304.1 |
|
86 |
Ovens and Furnaces . . . . . . . . . . . . . . . . . . . . . . . . . .. |
2101.1 |
|
92B |
Smoke Management Systems in Malls, Atria and Large Spaces . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . |
909.8 |
|
99 |
Health Care Facilities . . .......... . . . . . . . . . . . . . . . .. |
3006.4 |
|
101 |
Life Safety Code. . . . . . . . . . . . . . . . . . . . . . . . . . ... |
1025.6.2 |
|
110 |
Emergency and Standby Power Systems . . . . . . .. . . . . . . . . . . . . . . . .. |
604.1, 604.3, 604.4, 913.5.2, 913.5.3 |
|
111 |
Stored Electrical Energy Emergency and Standby Power Systems. ............................ |
604.1, 604.3, 604.4 |
|
120 |
Coal Preparation Plants . . . . . . . . . . . . . . . . .. |
Table 1304.1 |
|
160 |
Flame Effects Before an Audience......... . . . . . . . .. |
308.3.6 |
|
211 |
Chimneys, Fireplaces, Vents and Solid Fuel-Burning Appliances . . . . . . . . . . . . . . . . . . . . . . . . . . . . . |
603.2 |
|
230 |
Fire Protection of Storage..... . . . . . . . . . . . . . . . . . . . . . . . . . ...... |
2301.1, 2308.4, 2310.1, 2501.1, 3404.3.3.9 |
|
241 |
Safeguarding Construction, Alteration, and Demolition Operations . . . . . . . . . . . . . . . . . . . . . . . . . . . |
1401.1 |
|
260 |
Methods of Tests and Classification System for Cigarette Ignition Resistance of Components of Upholstered Furniture..... . . . .... . . . . . . . ....... . . . . . . . . . . .. |
805.1.1.1, 805.2.1.1, 805.3.1.1 |
|
261 |
Method of Test for Determining Resistance of Mock-Up Upholstered Furniture Material Assemblies to Ignition by Smoldering Cigarettes............................... . .. |
805.2.1.1, 805.3.1.1 |
|
265 |
Method of Fire Tests for Evaluating Room Fire Growth Contribution of Textile Wall Coverings in Full Height Panels and Walls . . . . . . . . . . . . .. . . .. |
803.5.1, 803.5.1.1, 803.5.1.2 |
|
286 |
Standard Method of Fire Tests for Evaluating Contribution of Wall and Ceiling Interior Finish to Room Fire Growth . .......................................... . . .. |
803.1, 803.1.2, 803.1.2.1, 803.5.1 |
|
303 |
Fire Protection Standard for Marinas and Boatyards. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . |
905.3.7 |
|
385 |
Tank Vehicles for Flammable and Combustible Liquids.... ................... . .. |
3406.5.4.5, 3406.6, 3406.6.1 |
|
407 |
Aircraft Fuel Servicing .. . . . . . . . . . . . . . . .. |
1106.2, 1106.3 |
|
409 |
Aircraft Hangars . . . . . . . . . . . . . . . . . . .. |
914.8.2, 914.8.5 |
|
430 |
Storage of Liquid and Solid Oxidizers. . . . . . . . . .. |
4004.1.4 |
|
484 |
Combustible Metals, Metal Powders, and Metal Dusts . . . . . . . . . . ... . . . . . . . . . . . . . . . . . .. |
Table 1304.1 |
|
490 |
Storage of Ammonium Nitrate . . . . . .. . . . . . . . .. |
3301.1.5 |
|
495 |
Explosive Materials Code . . . ............................... |
911.1, 911.4, 3301.1.1, 3301.1.5, 3302.1, 3304.2, 3304.6.2, 3304.6.3, 3304.7.1, 3305.1, 3306.1, 3306.5.2.1, 3306.5.2.3, 3307.1, 3307.9, 3307.11, 3307.15 |
|
498 |
Safe Havens and Interchange Lots for Vehicles Transporting Explosives. . . . . . . . . . . . . . . . . . . . . . |
3301.1.2 |
|
505 |
Powered Industrial Trucks, Including Type Designations, Areas of Use, Maintenance, and Operation ........................................................................ |
2703.7.3 |
|
654 |
Prevention of Fire and Dust Explosions from the Manufacturing, Processing and Handling of Combustible Particulate Solids . ........................ . . . . . . . . . . . . . .. |
Table 1304.1 |
|
655 |
Prevention of Sulfur Fires and Explosions .. . .. |
Table 1304.1 |
|
664 |
Prevention of Fires and Explosions in Wood Processing and Woodworking Facilities. ........ |
Table 1304.1, 1905.3 |
|
701 |
Methods of Fire Tests for Flame-propagation of Textiles and Films .............. |
806.2, 807.1, 807.1.2, 807.2, 807.4.2.2, 1703.5 |
|
703 |
Fire Retardant Impregnated Wood and Fire Retardant Coatings for Building Materials . . . . . . . . . . .. |
803.4 |
|
704 |
Identification of the Hazards of Materials for Emergency Response . . . ............................ |
606.7, 1802.1, 2404.2, 2703.2.2.1, 2703.2.2.2, 2703.5, 2703.10.2, 2705.1.10, 2705.2.1.1, 2705.4.4, 3203.4.1, 3404.2.3.2 |
|
750 |
Water Mist Fire Protection Systems . . . . . . . . |
Table 901.6.1 |
|
1122 |
Model Rocketry . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. |
3301.1.4 |
|
1123 |
Fireworks Display . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. |
3302.1, 3304.2, 3308.1, 3308.2.2, 3308.5, 3308.6 |
|
1124 |
Manufacture, Transportation, Storage, and Retail Sales of Fireworks and Pyrotechnic Articles...3302.1, ......................................... |
3304.2, 3305.1, 3305.3, 3305.4, 3305.5 |
|
1125 |
Manufacture of Model Rocket and High Power Rocket Motors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . |
3301.1.4 |
|
1126 |
Use of Pyrotechnics Before a Proximate Audience . . .. .. |
3304.2, 3305.1, 3308.1, 3308.2.2, 3308.4, 3308.5 |
|
1127 |
High Power Rocketry . . . . . . . . . . . . . . . . . . . . .. |
3301.1.4 |
|
2001 |
Clean Agent Fire Extinguishing Systems . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . .. |
Table 901.6.1, 904.10 |
End of Amendments.
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GEORGIA STATE MINIMUM STANDARD PLUMBING CODE
(INTERNATIONAL PLUMBING CODE WITH GEORGIA STATE AMENDMENTS)
The International Plumbing Code, 2006 Edition, published by the International Code Council, when used in conjunction with these Georgia State Amendments, shall constitute the official Georgia State Minimum Standard Plumbing Code.
GEORGIA STATE AMENDMENTS
CODE REFERENCE:
(a) Replace all references to the ICC Electrical Code with references to the Georgia State Minimum Standard Electrical Code (National Electrical Code with Georgia State Amendments).
(b) Replace all references to the International Energy Conservation Code (IECC) with references to the Georgia State Minimum Standard Energy Code (IECC with Georgia State Supplements and Amendments). The Georgia State Minimum Standard Energy Code shall be used for efficiency and coefficient of performance ratings of plumbing equipment.
GEORGIA STATE MINIMUM
REQUIREMENTS FOR BOILERS/WATER HEATERS AND
PRESSURE VESSELS
The State's minimum requirements for boilers/water heaters and pressure vessels over 200,000 BTU/h (58.61 kW), 210 degrees Fahrenheit or 120 gallons capacity shall be established by O.C.G.A. Title 34, Chapter 11 and the Rules and Regulations of the Georgia Department of Labor.
*Revise the International Plumbing Code, 2006 Edition, as follows:
CHAPTER 1
ADMINISTRATION
*Delete Chapter 1 'Administration' without substitution. Chapter 1 to remain in the Code as a reference and guide for local governments in development of their own Administrative Procedures.
(Effective January 1, 2007)
CHAPTER 2
DEFINITIONS
SECTION 202
GENERAL DEFINITIONS
*Revise definition of 'Branch Vent' to read as follows:
BRANCH VENT. A vent connecting two or more individual vents with a vent stack, stack vent or terminating in the open air.
(Effective January 1, 2007)
CHAPTER 3
GENERAL REGULATIONS
SECTION 300
GENERAL APPLICABILITY STANDARDS
*Add new Section 300 'General Applicability Standards' as follows:
300.1 Scope. The provisions of this code shall apply to the erection, installation, alteration, repairs, relocation, replacement, addition to, use or maintenance of plumbing systems within the state of Georgia. This code shall also regulate nonflammable medical gas, inhalation anesthetic, vacuum piping, nonmedical oxygen systems and sanitary and condensate vacuum collection systems. The installation of fuel gas distribution piping and equipment, fuel-gas-fired water heaters and water heater venting systems shall be regulated by the International Fuel Gas Code.
300.2 Appendices. Appendices are not enforceable unless they are specifically referenced in the body of the code oradopted by the Department of Community Affairs or the authority having jurisdiction.
300.3 Intent. The purpose of this code is to provide minimum standards to safeguard life or limb, health, property and public welfare by regulating and controlling the design, construction, installation, quality of materials, location, operation and maintenance or use of plumbing equipment and systems.
300.4 Severability. If any section, subsection, sentence, clause or phrase of this code is for any reason held to be unconstitutional, such decision shall not affect the validity of the remaining portions of this code.
300.5 General. The provisions of this code shall apply to all matters affecting or relating to structures, as set forth in Section 300. Where, in any specific case, different sections of this code specify different materials, methods of construction or other requirements, the most restrictive shall govern.
300.6 Maintenance. All plumbing systems, materials and appurtenances, both existing and new, and all parts thereof, shall be maintained in proper operating condition in accordance with the original design in a safe and sanitary condition. All devices or safeguards required by this code shall be maintained in compliance with the code edition under which they were installed. The owner or the owner's designated agent shall be responsible for maintenance of plumbing systems. To determine compliance with this provision, the code official shall have the authority to require any plumbing system to be reinspected.
300.7 Material and equipment reuse. Materials, equipment and devices shall not be reused unless such elements have been reconditioned, tested, placed in good and proper working condition and approved.
(Effective January 1, 2007)
SECTION 304
RODENTPROOFING
*Revise Section 304.4 'Openings for pipes' to read as follows:
304.4 Openings for pipes. In or on structures where openings have been made in walls, floors or ceilings for the passage of pipes, such openings shall be sealed through the use of metal collars or other approved methods.
(Effective January 1, 2007)
SECTION 305
PROTECTION OF PIPES AND PLUMBING SYSTEM
COMPONENTS
*Revise Section 305.6.1 'Sewer depth' to read as follows:
305.6.1 Sewer depth. Building sewers shall be a minimum of 6 inches (152.4 mm) below grade.
(Effective January 1, 2007)
SECTION 306
TRENCHING, EXCAVATION AND BACKFILL
*Revise Section 306.3 'Backfilling' to read as follows:
306.3 Backfilling. Loose earth free from rocks, broken concrete, frozen chunks and other rubble, shall be placed in the trench in 6-inch (152.4 mm) layers and tamped in place until the crown of the pipe is covered by a minimum of 6 inches (152.4 mm) of tamped earth. The backfill under and beside the pipe shall be compacted for pipe support. Backfill shall be brought up evenly on both sides of the pipe so that the pipe remains aligned. In instances where the manufacturer's installation instructions for materials are more restrictive than those prescribed by the code, the material shall be installed in accordance with the more restrictive requirement.
(Effective January 1, 2007)
*Add new Section 306.5 'Open trenches' as follows:
306.5 Open trenches. All excavations required to be made for the installation of a building sewer, building drainage system, or any part thereof within the walls of a building shall be open trench work and shall be kept open until the piping has been inspected, tested and approved.
(Effective January 1, 2007)
SECTION 308
PIPING SUPPORT
*Delete Section 308.6 'Sway bracing'without substitution.
(Effective January 1, 2007)
*Delete Section 308.7 'Anchorage'without substitution.
(Effective January 1, 2007)
SECTION 311
TOILET FACILITIES FOR WORKERS
*Delete Section 311 'Toilet Facilities For Workers' without substitution.
(Effective January 1, 2007)
SECTION 312
TESTS AND INSPECTIONS
*Revise Section 312.1 'Required tests' to read as follows:
312.1 Required tests. The permit holder shall make the applicable tests prescribed in Sections 312.2 through 312.9 to determine compliance with the provisions of this code. The permit holder shall give reasonable advance notice to the code official when the plumbing work is ready for tests. The equipment, material, power and labor necessary for the inspection and test shall be furnished by the permit holder and the permit holder shall be responsible for determining that the work will withstand the test pressure prescribed in the following tests. All plumbing system piping shall be tested with either water or by air. After the plumbing fixtures have been set and their traps filled with water, the entire drainage system shall be submitted to final tests. The code official shall require the removal of any cleanouts if necessary to ascertain whether the pressure has reached all parts of the system.
(Effective January 1, 2007)
*Revise Section 312.5 'Water supply system test' to read as follows:
312.5 Water supply system test. Upon completion of a section of or the entire water supply system, the system, or portion completed shall be tested and proved tight under a water pressure not less than the working pressure of the system; or, by an air test of not less than 50 psi (344 kPa). This pressure shall be held for at least 15 minutes. The water or air utilized for tests shall be from a non-contaminated source. The required tests shall be performed in accordance with this section and Section 107.
(Effective January 1, 2007)
SECTION 314
CONDENSATE DISPOSAL
*Delete Section 314 'Condensate Disposal' without substitution.
(Effective January 1, 2007)
CHAPTER 4
FIXTURES, FAUCETS AND FIXTURE FITTINGS
SECTION 401
GENERAL
*Add new Section 401.4 'Prohibited locations' as follows:
401.4 Prohibited Locations. No floor drains or other plumbing fixtures except electric water heaters shall be installed in a room containing air handling machinery when such room is used as a plenum.
Exception: Deep-seal trap floor drains consisting of a minimum 4-inch (102 mm) seal and supplied with a trap primer connected to a water distribution pipe shall be permitted.
(Effective January 1, 2007)
SECTION 403
MINIMUM PLUMBING FACILITIES
*Revise Table 403.1'Minimum Number of Required Plumbing Fixturesª' to delete the requirements for 'service sink' without substitution.
(Effective January 1, 2007)
*Revise Table 403.1 'Minimum Number of Required Plumbing Fixturesª' by adding the following requirement under the column labeled 'Other' for line number '7' descriptions; 'One- and two-family dwellings' and 'Apartment house':
Detached single-family, duplex and multi-family dwelling structures three stories or less in height shall have not less than two exterior hose bibs, sill cocks or outside hydrants with one being located on the side or rear of the structure.
(Effective January 1, 2007)
*Revise exception of Section 403.4.1 'Location of toilet facilities in occupancies other than covered malls' to read as follows:
403.4.1 Location of toilet facilities in occupancies other than covered malls.
Exception: The location and maximum travel distances to required employee toilet facilities in factory, storage and industrial occupancies are permitted to exceed that required by this section, provided that the location and maximum travel distance are approved.
(Effective January 1, 2007)
SECTION 406
AUTOMATIC CLOTHES WASHERS
*Revise Section 406.3 'Waste connection' to read as follows:
406.3 Waste connection. The waste from an automatic clothes washer shall discharge through an air break into a standpipe in accordance with Section 802.4 or into a laundry sink. The trap and fixture drain for an automatic clothes washer standpipe shall be a minimum of 2 inches (51 mm) in diameter. The automatic clothes washer fixture drain shall connect to a building drain, branch drain or drainage stack a minimum of 3 inches (76 mm) in diameter. Automatic clothes washers that discharge by gravity shall be permitted to drain to a waste receptor or an approved trench drain.
(Effective January 1, 2007)
SECTION 410
DRINKING FOUNTAINS
*Revise Section 410.1 'Approval' to read as follows:
410.1 Approval. Drinking fountains shall conform to ASME A112.19.1M, ASME A112.19.2M or ASME A112.19.9M and water coolers shall conform to ARI 1010. Drinking fountains and water coolers shall conform to NSF 61, Section 9. Where water is served in restaurants and/or nightclubs, drinking fountains shall not be required. In other occupancies, where drinking fountains are required, water coolers or bottled water dispensers shall be permitted to be substituted for not more than 50 percent of the required drinking fountains.
(Effective January 1, 2007)
CHAPTER 5
WATER HEATERS
SECTION 501
GENERAL
*Add new Section 501.9 'Water heaters over 200,000 BTU/h' to read as follows:
501.9 Water heaters over 200,000 BTU/h. The State's minimum requirements for boiler/water heaters and pressure vessels over 200,000 BTU/h (58.61 kW), 210 degrees Fahrenheit or 120 gallons capacity shall be established by O.C.G.A. Title 34, Chapter 11 and the Rules and Regulations of the Georgia Department of Labor.
(Effective January 1, 2007)
SECTION 502
INSTALLATION
*Revise Section 502.3 'Water heaters installed in attics' to read as follows:
502.3 Water heaters installed in attics. Attics containing a water heater shall be provided with an opening and unobstructed passageway large enough to allow removal of the water heater. The passageway to the water heater shall not be less than 30 inches (762 mm) high and 22 inches (559 mm) wide. The passageway shall have continuous solid flooring not less than 24 inches (610 mm) wide. A level service space at least 30 inches (762 mm) deep and 30 inches (762 mm) wide shall be present at the front or service side of the water heater. The clear access opening dimensions shall be a minimum of 20 inches by 30 inches (508 mm by 762 mm) where such dimensions are large enough to allow removal of the water heater.
(Effective January 1, 2007)
SECTION 504
SAFETY DEVICES
*Delete Section 504.6 'Requirements for discharge piping' and substitute the following:
504.6 Requirements for discharge piping. The relief valve shall discharge full size, separately to a safe place of disposal such as a concrete floor, outside the building, an indirect waste receptor, or other approved location. The discharge shall terminate in a manner that does not cause injury to occupants in the immediate area or structural damage to the building. When the relief valve discharge piping goes upward, a thermal expansion control device shall be installed on the cold water distribution or service pipe in accordance with Section 607.3.2. If the discharge pipe is trapped, provisions shall be made to drain the low point of the trapped portion of the discharge pipe.
(Effective January 1, 2007)
*Delete Section 504.7 'Required pan' and substitute the following:
504.7 Required pan. Pans shall be installed under storage-type water heaters or water storage tanks installed in attics or above ceilings. The pan shall be galvanized steel having a minimum thickness of 24 gauge, or other pans approved for such use. Pans are not required under tankless water heaters.
(Effective January 1, 2007)
SECTION 506
MINIMUM CAPACITIES FOR RESIDENTIAL WATER
HEATERS
*Add new Section 506 'Minimum Capacities For Residential Water Heaters' as follows:
506.1 General. Water heaters installed in residential occupancies shall be sized in accordance with Table 506. Other methods used to heat water shall be sized to meet the total draw and recovery rates as listed in Table 506.
(Effective January 1, 2007)
*Add new Table 506 'Minimum Capacities For Residential Water Heaters1'.
See page 17.
(Effective January 1, 2007)
CHAPTER 6
WATER SUPPLY AND DISTRIBUTION
SECTION 605
MATERIALS, JOINTS AND CONNECTIONS
*Revise Section 605.9 'Prohibited joints and connections' to add exception to Item #4 'Saddle-type fittings' as follows:
605.9 Prohibited joints and connections.
4. Saddle-type fittings.
Exception: Saddle-type fittings can be used to connect refrigerator ice makers to an existing residential unit water distribution system provided the manufacturer's installation instructions for the distribution piping do not prohibit the use of saddle fittings. Saddle fittings can be used to install thermal expansion tanks to an existing residential unit water distribution system if approved by the manufacturer of the tank.
(Effective January 1, 2007)
*Revise Section 605.14.3 'Soldered joints' to read as follows:
605.14.3 Soldered joints. Solder joints shall be made in accordance with the methods of ASTM B 828 except a flux conforming to NSF 61 shall be used. All cut tube ends shall be reamed to the full inside diameter of the tube end. All joint surfaces shall be cleaned. The joint shall be soldered with a solder conforming to ASTM B 32. The joining of water supply piping shall be made with lead-free solder and fluxes. "Lead free" shall mean a chemical composition equal to or less than 0.2 percent lead.
(Effective January 1, 2007)
*Revise Section 605.15.4 'Soldered joints' to read as follows:
605.15.4 Soldered joints. Solder joints shall be made in accordance with the methods of ASTM B 828 except a flux conforming to NSF 61 shall be used. All cut tube ends shall be reamed to the full inside diameter of the tube end. All joint surfaces shall be cleaned. The joint shall be soldered with a solder conforming to ASTM B 32. The joining of water supply piping shall be made with lead-free solders and fluxes. "Lead free" shall mean a chemical composition equal to or less than 0.2 percent lead.
(Effective January 1, 2007)
SECTION 606
INSTALLATION OF THE BUILDING WATER DISTRIBUTION
SYSTEM
*Revise Section 606.2 'Location of shutoff valves' to add Location #4 as follows:
606.2 Location of shutoff valves.
4. Shutoff valves to water supplies for refrigerators with automatic icemakers shall be accessible on the same floor as said refrigerators.
(Effective January 1, 2007)
SECTION 607
HOT WATER SUPPLY SYSTEM
*Delete Section 607.1 'Where required' and substitute the following:
607.1 Where required. In occupied structures, hot water shall be supplied to all plumbing fixtures and equipment utilized for bathing, washing, culinary purposes, cleansing, laundry or building maintenance. In nonresidential occupancies, hot water or tempered water shall be supplied for bathing and washing purposes except for hand-washing facilities. Accessible hand-washing facilities regardless of the occupancy shall not be required to be supplied with hot water.
(Effective January 1, 2007)
*Revise Section 607.2.3 'Recirculating pump' to read as follows:
607.2.3 Recirculating pump. Where a thermostatic mixing valve is installed at the water heater and is used in a system with a hot water recirculating pump, the hot water or tempered water return line shall be routed to the cold water inlet pipe of the water heater and the cold water inlet pipe or the hot water return connection of the thermostatic mixing valve.
(Effective January 1, 2007)
SECTION 608
PROTECTION OF POTABLE WATER SUPPLY
*Revise Section 608.16.5 'Connections to lawn irrigation systems' to read as follows:
608.16.5 Connections to lawn irrigation systems. The potable water supply to lawn irrigation systems shall be protected against backflow by an atmospheric-type vacuum breaker, a pressure-type vacuum breaker, a double-check backflow prevention assembly or a reduced pressure principle backflow preventer. A valve shall not be installed downstream from an atmospheric vacuum breaker. Where interconnected chemical dispensers are used in conjunction with lawn irrigation systems, the potable water supply shall be protected against backflow by a reduced pressure principle backflow preventer.
(Effective January 1, 2007)
SECTION 610
DISINFECTION OF POTABLE WATER SYSTEM
*Revise first paragraph of Section 610.1 'General' to read as follows:
610.1 General. New or repaired potable water systems shall be flushed and purged of deleterious matter. Systems that cannot be adequately flushed and purged may require disinfection in accordance with a prescribed method. In the absence of a prescribed method, the procedure described in either AWWA C651 or AWWA C652, or as described in this section shall apply. (Remainder of section left unchanged.)
(Effective January 1, 2007)
CHAPTER 7
SANITARY DRAINAGE
SECTION 701
GENERAL
*Revise Section 701.2 'Sewer required' to read as follows:
701.2 Sewer required. Every building in which plumbing fixtures are installed and all premises having drainage piping shall be connected to a public sewer, where available, or an approved private sewage disposal system.
(Effective January 1, 2007)
SECTION 703
BUILDING SEWER
*Revise Section 703.2 'Drainage pipe in filled ground' to read as follows:
703.2 Drainage pipe in filled ground. Where a building sewer or building drain is installed on unstable fill or unstable ground, the drainage pipe shall conform to one of the standards for ABS plastic pipe, cast-iron pipe, copper or copper-alloy tubing, or PVC plastic listed in Table 702.3.
(Effective January 1, 2007)
SECTION 705
JOINTS
*Revise Section 705.8.2 'Solvent cementing' to read as follows:
705.8.2 Solvent cementing. Joint surfaces shall be clean and free from moisture. If a primer is required by the solvent manufacturer, a purple primer that conforms to ASTM F 656 shall be applied. Solvent cement not purple in color and conforming to ASTM D 2564, CSA B137.3, CSA B181.2 or CSA B182.1 shall be applied to all joint surfaces. The joint shall be made while the cement is wet and shall be in accordance with ASTM D 2855. Solvent-cement joints shall be permitted above or below ground.
(Effective January 1, 2007)
*Revise Section 705.9.3 'Soldered joints' to read as follows:
705.9.3 Soldered joints. Solder joints shall be made in accordance with the methods of ASTM B 828 except a flux conforming to NSF 61 shall be used. All cut tube ends shall be reamed to the full inside diameter of the tube end. All joint surfaces shall be cleaned. The joint shall be soldered with a solder conforming to ASTM B 32. The joining of water supply piping shall be made with lead-free solders and fluxes. "Lead free" shall mean a chemical composition equal to or less than 0.2 percent lead.
(Effective January 1, 2007)
*Revise Section 705.10.3 'Soldered joints' to read as follows:
705.10.3 Soldered joints. Solder joints shall be made in accordance with the methods of ASTM B 828 except a flux conforming to NSF 61 shall be used. All cut tube ends shall be reamed to the full inside diameter of the tube end. All joint surfaces shall be cleaned. The joint shall be soldered with a solder conforming to ASTM B 32. The joining of water supply piping shall be made with lead-free solders and fluxes. "Lead free" shall mean a chemical composition equal to or less than 0.2 percent lead.
(Effective January 1, 2007)
*Revise Section 705.14.2 'Solvent cementing' to read as follows:
705.14.2 Solvent cementing. Joint surfaces shall be clean and free from moisture. If a primer is required by the solvent manufacturer, a purple primer that conforms to ASTM F 656 shall be applied. Solvent cement not purple in color and conforming to ASTM D 2564, CSA B137.3, CSA B181.2 or CSA B182.1 shall be applied to all joint surfaces. The joint shall be made while the cement is wet and shall be in accordance with ASTM D 2855. Solvent-cement joints shall be permitted above or below ground.
(Effective January 1, 2007)
SECTION 706
CONNECTIONS BETWEEN DRAINAGE PIPING AND
FITTINGS
*Revise Section 706.3 'Installation of fittings' to delete exception and read as follows:
706.3 Installation of fittings. Fittings shall be installed to guide sewage and waste in the direction of flow. Change in direction shall be made by fittings installed in accordance with Table 706.3. Change in direction by combination fittings, side inlets or increasers shall be installed in accordance with Table 706.3 based on the pattern of flow created by the fitting. Double sanitary tee patterns shall not receive the discharge of back-to-back fixtures or appliances with pressure or pumping action discharge. Water closets shall not be combined with fixtures other than water closets on a double drainage fitting.
(Effective January 1, 2007)
*Delete Section 706.4 'Heel- or side-inlet quarter bends' without substitution.
(Effective January 1, 2007)
SECTION 708
CLEANOUTS
*Delete Section 708.3.1 'Horizontal drains within buildings' and substitute the following:
708.3.1 Horizontal drains within buildings. Each horizontal drainage pipe shall be provided with a cleanout at the upstream end of the pipe and shall be provided with cleanouts located not more than 100 feet (30 480 mm) apart.
Exceptions: The following plumbing arrangements are acceptable in lieu of the upstream cleanout:
1. "P" traps connected to the drainage piping with slip joints or ground joint connections.
2. "P" traps into which floor drains, shower drains, or tub drains with removable strainers discharge.
3. "P" traps into which the straight-through type waste and overflow discharge with the overflow connecting to the top of the tee.
4. "P" traps into which residential washing machines discharge.
5. Test tees or cleanouts in a vertical pipe above the flood-level rim of the fixtures that the horizontal pipe serves and not more than 4 feet (1219 mm) above the finish floor.
6. Cleanout near the junction of the building drain and the building sewer which may be rodded both ways.
7. Water closets for the water closet fixture branch only.
(Effective January 1, 2007)
*Revise Section 708.3.2 'Building sewers' to read as follows:
708.3.2 Building sewers. Building sewers shall be provided with cleanouts located not more than 100 feet (30 480 mm) apart measured from the upstream entrance of the cleanout. An additional cleanout shall be provided within 10 feet (3048 mm) of the public right of way. For building sewers 8 inches (203 mm) and larger, manholes shall be provided and located at each change in direction and at intervals of not more than 400 feet (122 m). Manholes and manhole covers shall be of an approved type.
(Effective January 1, 2007)
*Delete Section 708.3.4 'Base of stack'without substitution.
(Effective January 1, 2007)
*Revise Section 708.3.5 'Building drain and building sewer junction' to read as follows:
708.3.5 Building drain and building sewer junction. There shall be a cleanout installed at or near the junction of the building drain and the building sewer. The cleanout shall be outside the building wall unless otherwise approved and shall be brought up to finished ground level. An approved two-way cleanout is allowed to be used at this location to serve as a required cleanout for both the building drain and building sewer.
(Effective January 1, 2007)
*Revise first sentence of Section 708.7 'Minimum size' to read as follows:
708.7 Minimum size. Cleanouts shall be the same nominal size as the pipe they are connected to, up to 4 inches (102 mm). For pipes larger... (Remainder of Section left unchanged).
(Effective January 1, 2007)
CHAPTER 9
VENTS
SECTION 904
VENT TERMINALS
*Revise first sentence of Section 904.1 'Roof extension' by replacing "[NUMBER] inches (mm)" with "6 inches (152 mm)". (Remainder of Section left unchanged)
(Effective January 1, 2007)
SECTION 906
FIXTURE VENTS
*Delete exception to Section 906.1 'Distance of trap from vent' without substitution.
(Effective January 1, 2007)
SECTION 910
WASTE STACK VENT
*Revise first sentence of Section 910.2 'Stack installation' to read as follows:
910.2 Stack installation. The waste stack shall be vertical. Every fixture drain... (Remainder of Section left unchanged).
(Effective January 1, 2007)
SECTION 911
CIRCUIT VENTING
*Revise last sentence of Section 911.2 'Vent connection' to read as follows:
911.2 Vent connection.
(Beginning of Section left unchanged)
...with Section 905. The circuit vent may receive waste discharge from fixtures located within the same branch interval, provided that the wet portion remains the same size as the horizontal branch.
(Effective January 1, 2007)
SECTION 912
COMBINATION DRAIN AND VENT SYSTEM
*Revise Section 912.2.2 'Connection' to read as follows:
912.2.2 Connection. The combination drain and vent system shall be provided with a dry vent connected at any point within the system or the system shall connect to a horizontal drain that is vented in accordance with one of the venting methods specified in this chapter. Combination drain and vent systems connecting to building drains or waste stacks shall be provided with a dry vent. The vent connection to the combination drain and vent pipe shall extend vertically a minimum of 6 inches (152 mm) above the flood level rim of the highest fixture being vented before offsetting horizontally.
(Effective January 1, 2007)
*Add new Section 912.4 'Appendix reference' as follows:
912.4 Appendix reference. Additional provisions for safe waste systems are contained in Appendix H 'Section 912: Combination Drain and Vent System'.
(Effective January 1, 2007)
*Add new Appendix H 'Section 912: Combination Drain and Vent System'. See pages 18 through 20.
(Effective January 1, 2007)
CHAPTER 10
TRAPS, INTERCEPTORS AND SEPARATORS
SECTION 1002
TRAP REQUIREMENTS
*Revise first paragraph of Section 1002.1 'Fixture traps' to read as follows:
1002.1 Fixture traps. Each plumbing fixture shall be separately trapped by a water-seal trap, except as otherwise permitted by this code. The trap shall be placed as close as possible to the fixture outlet. The vertical distance from the fixture outlet to the trap weir shall not exceed 24 inches (610 mm). The distance of a clothes washer standpipe above a trap shall conform to Section 802.4. A fixture shall not be double trapped.
(Effective January 1, 2007)
*Revise Section 1002.4 'Trap seals' to read as follows:
1002.4 Trap seals. Each fixture trap shall have a liquid seal of not less than 2 inches (51 mm) and not more than 4 inches (102 mm), or deeper for special designs relating to accessible fixtures. Where a trap seal is subject to loss by evaporation, the trap seal shall be protected by a trap seal primer or other approved method. A trap seal primer valve shall conform to ASSE 1018 or ASSE 1044.
(Effective January 1, 2007)
*Delete Section 1002.8 'Recess for trap connection' without substitution.
(Effective January 1, 2007)
SECTION 1003
INTERCEPTORS AND SEPARATORS
*Delete exception to Section 1003.4 'Oil separators required' and revise to read as follows:
1003.4 Oil separators required. In elevator pits where oil containment complies with the Georgia Department of Labor Elevator Rules and Regulations, no additional oil separator shall be required.At repair garages, car-washing facilities, at factories where oily and flammable liquid wastes are produced and in hydraulic elevator pits, separators shall be installed into which all oil-bearing, grease-bearing or flammable wastes shall be discharged before emptying into the building drainage system or other point of disposal.
(Effective January 1, 2007)
CHAPTER 13
REFERENCED STANDARDS
*Revise Referenced Standard 'NSF' to read as follows:
1
|
NSF |
NSF International 789 Dixboro Road Ann Arbor, MI 48105 |
|
|
Standard reference number |
Title |
Referenced in code section number |
|
61-2003e |
Drinking Water System Components-Health Effects......... |
424.1, 605.3, 605.4, 605.5, 611.3, 705.9.3 (GA Amendment), 705.10.3 (GA Amendment) |
(Effective January 1, 2007)
End of Amendments.
TABLE 506
MINIMUM CAPACITIES FOR RESIDENTIAL WATER
HEATERS1
*See footnote (1) located below table for manufacturer's specifications.
|
Fuel |
Gas |
Elec. |
Oil |
Gas |
Elec. |
Oil |
Gas |
Elec. |
Oil |
Gas |
Elec. |
Oil |
|
|
# of Bedrooms |
1 |
2 |
3 |
---- |
|||||||||
|
1 to 1 ½ Baths |
Storage (gal) |
20 |
20 |
30 |
30 |
30 |
30 |
30 |
40 |
30 |
---- |
---- |
---- |
|
Input |
27 |
2.5 |
70 |
36 |
3.5 |
70 |
36 |
4.5 |
70 |
---- |
---- |
---- |
|
|
Draw (gph) |
43 |
30 |
89 |
60 |
44 |
89 |
60 |
58 |
89 |
---- |
---- |
---- |
|
|
Recovery (gph) |
23 |
10 |
59 |
30 |
14 |
59 |
30 |
18 |
59 |
---- |
---- |
---- |
|
|
# of Bedrooms |
2 |
3 |
4 |
5 |
|||||||||
|
2 to 2 ½ Baths |
Storage (gal) |
30 |
40 |
30 |
40 |
50 |
30 |
40 |
50 |
50 |
50 |
66 |
30 |
|
Input |
36 |
4.5 |
70 |
36 |
5.5 |
70 |
38 |
5.5 |
70 |
47 |
5.5 |
70 |
|
|
Draw (gph) |
60 |
58 |
89 |
70 |
72 |
89 |
72 |
72 |
89 |
90 |
88 |
89 |
|
|
Recovery (gph) |
30 |
18 |
59 |
30 |
22 |
59 |
32 |
22 |
59 |
40 |
22 |
59 |
|
|
# of Bedrooms |
3 |
4 |
5 |
6 |
|||||||||
|
3 to 3 ½ Baths |
Storage (gal) |
40 |
50 |
30 |
50 |
66 |
30 |
50 |
66 |
30 |
50 |
80 |
40 |
|
Input |
38 |
5.5 |
70 |
38 |
5.5 |
70 |
47 |
5.5 |
70 |
50 |
5.5 |
70 |
|
|
Draw (gph) |
72 |
72 |
89 |
82 |
88 |
89 |
90 |
88 |
89 |
92 |
102 |
99 |
|
|
Recovery (gph) |
32 |
22 |
59 |
32 |
22 |
59 |
40 |
22 |
59 |
42 |
22 |
59 |
|
1 gal=3.7854 L
1 gph=1.05 mL/s
NOTE:
1. Storage capacity, input and recovery requirements indicated in the table are typical and may vary with each individual manufacturer. Any combination of these requirements to produce the 1-hour draw stated shall be satisfactory. Recovery based on 100 °F (37.8 °C) water temperature rise. The input rating is in units of 1000 BTU/h for gas and oil, and 1000W/h for electric. EXAMPLE: For a 3-bedroom, 2-bath residence, there are three choices as follows: A 40 gal storage/30 gph recovery gas heater; a 50 gal storage/22 gph recovery electric heater; or a 30 gal storage/59 gph recovery oil heater; or an equivalent combination which will produce at least a 70 gph total draw.
APPENDIX H
SECTION 912: COMBINATION DRAIN AND VENT SYSTEM
912.4 Safe Waste System.
912.4.1 Definitions.
SAFE WASTE SYSTEM. A horizontal waste system composed of a main waste line, branch waste lines, auxiliary vents and a master trap with a fresh air vent (See Figures 1 and 1A).
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FIGURE 1 - SAFE WASTE SYSTEM EXAMPLE
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FIGURE 1A - ALTERNATE SAFE WASTE SYSTEM FOR
INSTALLATION NOT EXCEEDING TWO FLOOR OPENINGS
EXAMPLE
912.4.2 Where required. As an alternative to other waste systems required by this code, the waste in establishments listed in Section 912.4.3may be collected in a safe waste system. Plans and specifications for each safe waste system shall be submitted to the Plumbing Official and approval shall be obtained before installation is started.
912.4.3 Location. All establishments where food is manufactured, or processed, having floor drains, hub drains, such as restaurants, cafes, snack bars, grocery stores, meat, poultry and fish markets, drugstores, bakeries, dairies, taverns and cocktail lounges, shall collect such floor drains, hub drains, or open site drains into a safe waste system. Other fixtures not specifically prohibited by Section 912.4.4may also be collected on the safe waste system.
912.4.4 Limits of use. Each safe waste system shall be limited to one floor. Water closets, urinals, bathtubs, showers, food grinders, disposal units or exterior drain units (such as condensing units drains) shall not be permitted on a safe waste system.
912.4.5 Safe waste system. The main waste line for the safe waste system is connected to the sanitary waste system through the master trap. Fixtures should be connected directly or indirectly as described in Chapter 7.
912.4.6 Master trap. The master trap shall not be less than 3 inches (76 mm) in size and shall be located inside the building unless otherwise approved. Provide two cleanouts at the master trap, one on the house side and one in the waste line downstream of the master trap weir. The top of the cleanouts shall be flush with the finish floor.
912.4.7 Master trap venting. The master trap shall he vented with two vents. A fresh air vent no less than the trap size shall extend from the house side of the trap to the outside of the building, by either (a) extending through the roof independent of any sanitary vent; (b) extending through the outside wall, 12 inches (305 mm) above the flood rim of any connected fixture and terminating with a perforated or bar grate cover or (c) connecting to a fresh air auxiliary vent. A 2-inch (51 mm) sanitary vent shall extend from the sewer side of the master trap through the roof or connect with a dry sanitary vent, in accordance with Chapter 9.
912.4.8 Auxiliary vent. The auxiliary vent shall be the same size as the master trap and extend from the main waste line through the roof independent of any sanitary vent or may terminate through an outside wall using an acceptable bar grate. When safe waste systems are located on two or more floors of a building, the fresh air and auxiliary vents may be connected together and extend to the outside of the building independent of any sanitary vent.
912.4.9 Waste lines and connections. See Chapter 7for size and capacity. The main waste line shall be the same size as the master trap. The branch waste lines shall not exceed a maximum length of 48 pipe diameters, also refer to Table 710.1for the maximum number of fixture units. Nowhere shall the slope of the safe waste system exceed a 1/4-inch (6.4 mm) per foot. Branch waste line exceeding 48 pipe diameters in length will require a 2-inch (51 mm) vent to extend through the roof, or be connected into the auxiliary vent. Trap primers are not required for traps on the house side of the master trap.
912.4.10 Walk-in coolers. Walk-in coolers requiring a floor drain inside the cooler shall have an untrapped floor drain type casting with a bar grate strainer, and a ball check back water valve. The waste line from the drain located inside the cooler shall extend to a floor drain located outside the cooler. The outside floor drain shall have a bar grate strainer, flashing ring, when required, with an auxiliary inlet for the waste line from the inside drains connected above the trap.
912.4.11 Poultry, Meat or Fish Markets, or Processing Plants.
912.4.11.1 Establishments which clean, process or market poultry, meat, or fish shall have their waste collected in a safe waste system. An interceptor trap shall be installed for these establishments in lieu of a master trap. Cleanouts and venting shall be as for a master trap.
Interceptor traps are described in Chapter 10. Drains from racks and tables must spill onto the floor and the floor shall be graded to the floor drains to catch all refuse from the killing or the cleaning operations. Floor drains shall have removable grate tops. An adequate water supply shall be provided for cleaning floors. All water supply inlets shall be protected with backflow preventers as described in Section 608. Interceptors shall be a maximum of 24 x 24 inches (610 mm x 610 mm).
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GEORGIA STATE MINIMUM STANDARD
ONE AND TWO FAMILY DWELLING CODE
(INTERNATIONAL RESIDENTIAL CODE For oNE- AND TWO-FAMILY DWELLINGS WITH GEORGIA STATE AMENDMENTS)
The INTERNATIONAL RESIDENTIAL CODE FOR ONE- AND TWO-FAMILY DWELLINGS, 2006 Edition, published by the International Code Council, when used in conjunction with these Georgia State Amendments, shall constitute the official Georgia State Minimum Standard One and Two Family Dwelling Code.
Part VII, Plumbing (Chapters 25 through 32), is deleted from the INTERNATIONAL RESIDENTIAL CODE FOR ONE- AND TWO-FAMILY DWELLINGS. Substitute for plumbing requirements the Georgia State Minimum Standard Plumbing Code (International Plumbing Code with Georgia State Amendments).
Part VIII, Electrical (Chapters 33 through 42), is deleted from the INTERNATIONAL RESIDENTIAL CODE FOR ONE- AND TWO-FAMILY DWELLINGS. Substitute for electrical requirements the Georgia State Minimum Standard Electrical Code (National Electrical Code with Georgia State Amendments).
GEORGIA STATE AMENDMENTS
CODE REFERENCE:
(a) Replace all references to the ICC Electrical Code with references to the Georgia State Minimum Standard Electrical Code.
(b) Replace all references to the International Energy Conservation Code (IECC) with references to the Georgia State Minimum Standard Energy Code (IECC with Georgia State Supplements and Amendments). The Georgia State Minimum Standard Energy Code shall be used for heating and air conditioning equipment.
SCOPE:
The provisions of the GeorgiaState Minimum Standard One and Two Family Dwelling Code shall apply to the construction, alteration, movement, enlargement, replacement, repair, equipment, use and occupancy, location, maintenance, removal and demolition of detached one- and two-family dwellings and multiple single-family dwellings (townhouses) not more than three stories in height with separate means of egress and their accessory structures.
APPENDICES:
Appendices are not enforceable unless they are specifically referenced in the body of the code or adopted by the Department of Community Affairs or the authority having jurisdiction.
GEORGIA STATE MINIMUM
REQUIREMENTS FOR BOILERS/WATER HEATERS AND
PRESSURE VESSELS
The State's minimum requirements for boilers/water heaters and pressure vessels over 200,000 BTU/h (58.61 kW), 210 degrees Fahrenheit or 120 gallons capacity shall be established by O.C.G.A. Title 34, Chapter 11 and the Rules and Regulations of the Georgia Department of Labor.
PLEASE NOTE: The provisions of Section R301.2.1.1, Design criteria, of the 2006 edition of the International Residential Code for One- and Two-Family Dwellings, shall not become effective until July 1, 2007. For the period from January 1, 2007, through June 30, 2007, the provisions of Section R301.2.1.1, Design criteria, of the 2000 edition of the International Residential Code for One- and Two-Family Dwellings, shall remain in effect.
*Revise the International Residential Code for One- and Two-Family Dwellings, 2006 Edition, as follows:
CHAPTER 1
ADMINISTRATION
*Delete Chapter 1 'Administration' without substitution. Chapter 1 to remain in the Code as a reference and guide for local governments in development of their own Administrative Procedures.
(Effective January 1, 2007)
CHAPTER 2
DEFINITIONS
SECTION R202
DEFINITIONS
*Revise definition of 'Accessory Structure' to read as follows:
ACCESSORY STRUCTURE. In one- and two-family dwellings not more than three stories high with separate means of egress, a building, the use of which is incidental to that of the main building and which is located on the same lot.
(Effective January 1, 2007)
*Revise definition of 'Branch Vent' to read as follows:
BRANCH VENT. A vent connecting two or more individual vents with a vent stack, stack vent or terminating in the open air.
(Effective January 1, 2007)
*Add definition of 'Valve' as follows:
VALVE
Point of Delivery Service Shutoff. The point of delivery for natural gas systems is the outlet of the service meter assembly or the outlet of the service regulator or service shutoff valve where a meter is not provided. Where a valve is provided at the outlet of the service meter assembly, such valve shall be considered to be downstream of the point of delivery. The point of delivery for undiluted liquefied petroleum gas systems is the outlet of the first stage pressure regulator that provides utilization pressure, exclusive of line gas regulators, in the system.
(Effective January 1, 2007)
CHAPTER 3
BUILDING PLANNING
SECTION R306
SANITATION
*Add new Section R306.5 as follows:
R306.5. One- and two-family dwellings shall have not less than two exterior hose bibs, sill cocks or outside hydrants with one being located on the side or rear of the structure.
(Effective January 1, 2007)
*Add new Section R306.6 'General' as follows:
R306.6 General. Toilet facilities shall be provided for construction workers and such facilities shall be maintained in a sanitary condition. Construction worker toilet facilities of the nonsewer type shall conform to ANSI Z4.3.
(Effective January 1, 2007)
SECTION R309
GARAGES AND CARPORTS
*Revise Section R309.2 'Separation required' to add exceptions as follows:
R309.2 Separation required.
Exception #1:
Separation is not required in garages protected by an automatic sprinkler system that meets the following criteria:
1. Maximum protected area is 600 square feet (55.74 m2).
2. Maximum number of sprinkler heads per domestic system is six.
3. Minimum pipe size supplying domestic water system shall be 3/4-inch (19 mm) nominal diameter.
4. Maximum area of coverage per sprinkler head of 100 square feet (9.29 m2).
5. No control valve to isolate the sprinkler head(s) unless supervised.
6. Protected area is defined by physical barriers that extend from floor to ceiling of construction that will resist the passage of smoke.
7. Doors through physical barriers shall be equipped with self-closing devices and be positive-latching.
Exception #2:
A disappearing/pull-down stairway with minimum 3/8-inch (9.53 mm) (nominal) fire-retardant-treated structural panel is deemed to meet the 20-minute thermal barrier test based on ASTM E 119, Test Methods for Fire Tests of Building Construction and Materials, or deemed to have the fire resistance of or equivalent to 1/2-inch (12.7 mm) gypsum wall board.
(Effective January 1, 2007)
SECTION R311
MEANS OF EGRESS
*Revise Section R311.5.3.1 'Riser height' to add exception as follows:
R311.5.3.1 Riser height.
Exception:
The first and the last riser may vary by an amount no greater than 3/4 inch (19 mm) from the other risers in the flight of stairs.
(Effective January 1, 2007; AMENDMENT EXPIRES JANUARY 1, 2010)
*Revise first sentence of Section R311.5.3.2 'Tread depth' to read as follows:
R311.5.3.2 Tread depth. The minimum tread depth shall be 9 inches (229 mm). The tread depth...
(Remainder of section left unchanged.)
(Effective January 1, 2007; AMENDMENT EXPIRES JANUARY 1, 2010)
SECTION R312
GUARDS
*Revise Section R312.1 'Guards' to add at end as follows:
R312.1 Guards.
(Beginning of section left unchanged.)
...or grade below. The finish grade surface to a retaining wall attached to a house that has a vertical drop on its opposite side of more than 30 inches (762 mm) below the grade shall have a guard (guardrail) not less than 36 inches (914 mm) in height.
(Effective January 1, 2007)
CHAPTER 4
FOUNDATIONS
SECTION R404
FOUNDATION AND RETAINING WALLS
*Revise Section R404.1 'Concrete and masonry foundation walls' to read as follows:
R404.1 Concrete and masonry foundation walls. Concrete and masonry foundation walls shall be selected and constructed in accordance with the provisions of Section R404 or in accordance with ACI 318, ACI 332, NCMA TR68-A or ACI 530/ASCE 5/TMS 402 or other approved structural standards. When ACI 318, ACI 332 or ACI 530/ASCE 5/TMS 402 or the provisions of Section R404 are used to design concrete or masonry foundation walls, project drawings, typical details and specifications are not required to bear the seal of the architect or engineer responsible for design, unless otherwise required by the state law of the jurisdiction having authority.
(Effective January 1, 2007)
*Delete Table R404.1(1) 'Top Reactions And Prescriptive Support For Foundations Wallsa' without substitution.
(Effective January 1, 2007)
*Delete Table R404.1(2) 'Maximum Plate Anchor-Bolt Spacing For Supported Foundation Walla' without substitution.
(Effective January 1, 2007)
*Delete Table R404.1(3) 'Maximum Aspect Ratio, L/W For Unbalanced Foundations' without substitution.
(Effective January 1, 2007)
CHAPTER 5
FLOORS
SECTION R502
WOOD FLOOR FRAMING
*Revise Section R502.2.2 'Decks' to add at beginning as follows:
R502.2.2 Decks. Decks shall be constructed in accordance with this code or Chapter 3 of the 1996 Forest Products Society, "Wood Decks, Materials, Construction, and Finishing" manual. Where supported by...
(Remainder of section left unchanged.)
(Effective January 1, 2007)
*Add new Section R502.2.2.1 'Deck ledger connection to band joist (conventional framing)' as follows:
R502.2.2.1 Deck ledger connection to band joist (conventional framing). For residential applications and a total design load of 50 psf (2.39 kPa), the connection between a pressure preservative treated southern pine (or approved decay-resistant species) deck ledger and a 2-inch (51 mm) nominal band joist bearing on a sill plate or wall plate shall be constructed with 1/2-inch (13 mm) bolts with washers per Table R502.2.2.1.
(Effective January 1, 2007)
*Add new Table R502.2.2.1 'Fastener Spacing For A Residential Southern Pine Deck Ledger And A 2-Inch (51 mm) Nominal Solid-Sawn Band Joist (50 psf (2.39 kPa) Total Load)1,2.'
See page 14.
(Effective January 1, 2007)
*Add new Figure R502.2.2.1 'Placement Of Bolts In Deck Ledgers (Bands).'
See page 14.
(Effective January 1, 2007)
*Add new Section R502.2.2.2 'Deck ledger connection to band joist (wood I-joists with rim board)' as follows:
R502.2.2.2 Deck ledger connection to band joist (wood I-joists with rim board). For residential applications and a total design load of 50 psf (2.39 kPa), when attaching the ledger to manufactured wood floor assemblies that include manufactured rim boards supported by a structural bearing, the installation shall comply with the manufacturer's design and installation specifications. When rim boards are not fully supported by direct bearing, the installation shall be detailed by a registered design professional.
(Effective January 1, 2007)
*Add new Section R502.2.2.3 'Deck ledger connection to open web floor truss system' as follows:
R502.2.2.3 Deck ledger connection to open web floor truss system. For residential applications and a total design load of 50 psf (2.39 kPa), when attaching the ledger to manufactured open web floor truss systems, the installation shall comply with the manufacturer's design and installation specifications. The deck ledger connection to the floor truss system shall be designed and approved by the truss system manufacturer's registered design professional.
(Effective January 1, 2007)
CHAPTER 6
WALL CONSTRUCTION
SECTION R602
WOOD WALL FRAMING
*Revise first sentence of Footnote 'a' of Table R602.3(1) 'Fastener Schedule For Structural Members' to read as follows:
TR602.3(1) Fastener Schedule For Structural Members.
Footnote 'a':
All nails are smooth-common, box or deformed shanks except where otherwise stated or as required to be hot-dipped zinc-coated galvanized steel, stainless steel, silicon bronze or copper in accordance with Section R319.3. Nails used for...
(Remainder of footnote left unchanged.)
(Effective January 1, 2007)
*Delete Section R602.10.5 'Continuous wood structural panel sheathing' and substitute the following:
R602.10.5 Continuous structural panel sheathing. When continuous wood structural panel sheathing is provided in accordance with Method 3 of Section R602.10.3, including areas above and below openings, braced wall panel lengths shall be in accordance with Table R602.10.5. Wood structural panel sheathing at corners shall be installed in accordance with Figure R602.10.5. The bracing amounts in Table R602.10.1 for Method 3 shall be permitted to be multiplied by a factor of 0.9 for walls with a maximum opening height that does not exceed 85 percent of the wall height or a factor of 0.8 for walls with a maximum opening height that does not exceed 67 percent of the wall height.
Exception: Vertical wall segments, in the first story of one- or two-story buildings, next to garage openings shall be permitted to have a 6:1 height-to-width ratio (with height being measured from top of header to sill plate) when constructed in accordance with the following provisions. Each panel shall have a length of not less than 16 inches (406 mm) and a height of not more than 10 feet (3048 mm). Each panel shall be sheathed on one face with a single layer of 3/8-inch (9.53 mm) minimum thickness wood structural panel sheathing nailed with 8d common or galvanized box nails in accordance with Figure R602.10.6.2. The wood structural panel sheathing shall extend up over the solid sawn or glued laminated header and shall be nailed in accordance with Figure R602.10.6.2. The header shall extend between the inside faces of the first full-length outer studs of each panel. The clear span of the header between the inner studs of each panel shall be not less than six feet (1829 mm) and not more than 18 feet (5486 mm) in length. A strap with an uplift capacity of not less than 1000 pounds (454 kg) shall fasten the header to the side of the inner studs opposite the sheathing. Two anchor bolts shall be installed in accordance with Section R403.1.6, and plate washers shall be a minimum of 2 inches by 2 inches by 3/16 inches (51 mm by 51 mm by 4.76 mm) thick and shall be used on each bolt. This exception is only permitted in Seismic Design Categories A-C.
(Effective January 1, 2007)
*Delete Footnote 'c' of Table R602.10.5 'Length Requirements For Braced Wall Panels In A Continuously Sheathed Walla,b,c' without substitution.
(Effective January 1, 2007)
SECTION R613
EXTERIOR WINDOWS AND GLASS DOORS
*Delete Section R613.2 'Window sills' without substitution.
(Effective January 1, 2007)
CHAPTER 7
WALL COVERING
SECTION R702
INTERIOR COVERING
*Revise first sentence of Section R702.2 'Interior plaster' to read as follows:
R702.2 Interior plaster. Gypsum plaster or portland cement plastering materials shall conform to ASTM C 5, C 28, C 35, C 37, C 59, C 61, C 587, C 588, C 631, C 847, C 897, C 933, C 1032 and C 1047, and shall be installed or applied in conformance with ASTM C 843, C 844, C 926 and C 1063. Plaster shall not...
(Remainder of section left unchanged.)
(Effective January 1, 2007)
SECTION R703
EXTERIOR COVERING
*Add Footnote 'a' to 'Joint Treatment' heading of Table R703.4 'Weather-Resistant Siding Attachment And Minimum Thickness' as follows:
TR703.4 Weather-Resistant Siding Attachment And Minimum Thickness.
Footnote 'a':
Where joints are required to be sealed, ASTM C 1193 shall be deemed to meet the intent of Section R703.
(Effective January 1, 2007)
*Revise first sentence of Section R703.9 'Exterior insulation finish systems, general' to read as follows:
R703.9 Exterior insulation finish systems, general. Exterior Insulation Finish Systems (EIFS) shall be from manufacturers with a current ICC Evaluation Report and shall be installed in accordance with ANSI 99A, ASTM C 1397, ASTM C 1535, ASTM E 2273, ICC EIFS Evaluation Reports, manufacturer's installation instructions and the requirements of this section. Decorative trim shall not...
(Remainder of section left unchanged.)
(Effective January 1, 2007)
CHAPTER 8
ROOF-CEILING CONSTRUCTION
SECTION R802
WOOD ROOF FRAMING
*Revise Section R802.3 'Framing details' to add sentence between first and second sentences as follows:
R802.3 Framing details.
(First sentence left unchanged.)
...as a tie. Where rafters meet to form a ridge they shall be placed directly opposite each other, or centerline offset not more than 11/2 inches (38 mm). Ridge board shall...
(Remainder of section left unchanged.)
(Effective January 1, 2007)
CHAPTER 11
ENERGY EFFICIENCY
*Delete Chapter 11 'Energy Efficiency' without substitution. For energy code compliance refer to the Georgia State Minimum Standard Energy Code.
(Effective January 1, 2007)
CHAPTER 13
GENERAL MECHANICAL SYSTEM REQUIREMENTS
SECTION M1305
APPLIANCE ACCESS
*Revise first and last sentences of Section M1305.1.3 'Appliances in attics' to read as follows:
M1305.1.3 Appliances in attics. Attics containing appliances requiring access shall be provided with an opening and a clear and unobstructed passageway large enough to allow the removal of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide to the appliance. The passageway shall...
(Middle of section left unchanged.)
...access is required. The clear access opening dimensions shall be a minimum of 20 inches by 30 inches (508 mm by 762 mm), where such dimensions are large enough to allow the removal of the largest appliance and be accessible by pull down stairs or other permanent steps.
(Effective January 1, 2007)
*Revise first sentence of Section M1305.1.4 'Appliances under floors' to read as follows:
M1305.1.4 Appliances under floors. Underfloor spaces containing appliances requiring access shall be provided with an unobstructed passageway large enough to remove the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide. A level service...
(Remainder of section left unchanged.)
(Effective January 1, 2007)
CHAPTER 14
HEATING AND COOLING EQUIPMENT
SECTION M1401
GENERAL
*Revise Section M1401.4 'Exterior installations' to read as follows:
M1401.4 Exterior installations. Equipment installed outdoors shall be listed and labeled for outdoor installation. Supports and foundations shall prevent excessive vibration, settlement or movement of the equipment. Equipment and appliances installed at grade level shall be supported on a level concrete slab or other approved material extending above grade a minimum of 2 inches (51 mm) or shall be suspended a minimum of 6 inches (152 mm) above adjoining grade.
(Effective January 1, 2007)
CHAPTER 16
DUCT SYSTEMS
SECTION M1601
DUCT CONSTRUCTION
*Revise Section M1601.1 'Duct design' to read as follows:
M1601.1 Duct design. Duct systems serving heating, cooling and ventilation equipment shall be fabricated and installed in accordance with the International Mechanical Code (IMC) Chapter 6 and Georgia State Amendments to IMC Chapter 6.
(Effective January 1, 2007)
CHAPTER 24
FUEL GAS
SECTION G2419 (408)
DRIPS AND SLOPED PIPING
*Revise second and third sentences of Section G2419.4 (408.4) 'Sediment trap' to read as follows:
G2419.4 (408.4) Sediment trap.
(Beginning of section left unchanged.)
...equipment as practical. The sediment trap shall be either a tee fitting with a minimum 3 inch (76 mm) long capped nipple in the bottom outlet or other configuration approved as an effective sediment trap. Illuminating appliances, ranges, clothes dryers, decorative appliances for installation in vented fireplaces, decorative vented appliances, and outdoor grills need not be so equipped unless required by manufacturer's installation instructions.
(Effective January 1, 2007)
SECTION G2420 (409)
GAS SHUTOFF VALVES
*Add new Section G2420.2.1 'Point of delivery service valve' as follows:
G2420.2.1 Point of delivery service valve. Where the point of delivery is the outlet of the service meter assembly, or the outlet of the service regulator a service shutoff valve shall be installed. Such valve is considered to be part of the customer piping system.
(Effective January 1, 2007)
SECTION G2423 (413)
CNG GAS-DISPENSING SYSTEMS
*Delete Section G2423.1 (413.1) 'General' and substitute the following:
G2423.1 General. Under Georgia law, the Rules and Regulations of the Georgia Safety Fire Commissioner's Office govern the storage, delivery and dispensing of compressed natural gas. Refer to the Rules and Regulations of the Georgia Safety Fire Commissioner's Office and NFPA 52 for all requirements concerning compressed natural gas motor vehicle Fuel-dispensing stations.
(Effective January 1, 2007)
SECTION G2447 (623)
COOKING APPLIANCES
*Delete Section G2447.2 (623.2) 'Prohibited location' without substitution.
(Effective January 1, 2007)
*Delete Section G2447.3 (623.3) 'Domestic appliances' without substitution.
(Effective January 1, 2007)
CHAPTER 43
REFERENCED STANDARDS
*Revise Chapter 43 'Referenced Standards' to add as follows:
American National Standards Institute
25 West 43rd Street, Fourth Floor
ANSI New York, NY 10036
|
Standard reference number |
Title |
Referenced in code section number |
|
99A-01 |
American National Standard for Exterior Insulation and Finish Systems (EIFS) |
R703.9, GA Amendments |
|
Z4.3-87/95 |
Nonsewered Waste Disposal Systems |
R306.6, GA Amendments |
ASTM International
100 Barr Harbor Drive
ASTM West Conshohocken, PA 19428-2859
|
Standard reference number |
Title |
Referenced in code section number |
|
C 926-98a (2005) |
Standard Specification for Application of Portland Cement-Based Plaster |
R702.2, GA Amendments |
|
C 1193-05a |
Standard Guide for Use of Joint Sealants |
TR703.4, GA Amendments |
|
C 1397-05 |
Standard Practice for Application of Class PB Exterior Insulation and Finish Systems |
R703.9, GA Amendments |
|
C 1535-05 |
Standard Practice for Application of Exterior Insulation and Finish Systems Class PI |
R703.9, GA Amendments |
|
E 119-00 |
Test Methods for Fire Tests of Building Construction and Materials |
R309.2, GA Amendments |
|
E 2273-03 |
Standard Test Method for Determining the Drainage Efficiency of Exterior Insulation and Finish Systems (EIFS) |
R703.9, GA Amendments |
Clad Wall Assemblies
Forest Products Society
2801 Marshall Court
FPS Madison, WI 53705-2295
|
Standard reference number |
Title |
Referenced in code section number |
|
1996 |
Edition Wood Decks: Materials, Construction, and Finishing |
R502.2.2, GA Amendments |
National Fire Protection Association
Batterymarch Park
NFPA Quincy, MA 02269
|
Standard reference number |
Title |
Referenced in code section number |
|
52 |
Compressed Natural Gas (CNG) Vehicular Fuel Systems |
G2423.1, GA Amendments |
(Effective January 1, 2007)
APPENDIX G
SWIMMING POOLS, SPAS AND HOT TUBS
*The Department of Community Affairs hereby adopts Appendix G 'Swimming Pools, Spas and Hot Tubs.'
(Effective January 1, 2007)
End of Amendments.
TABLE R502.2.2.1
FASTENER SPACING FOR A RESIDENTIAL SOUTHERN
PINE DECK LEDGER AND A 2-INCH
(51 mm) NOMINAL SOLID-SAWN BAND JOIST (50 psf
(2.39 kPa) TOTAL LOAD)1,2
|
JOIST SPAN (feet) |
6' and Less |
6'-1'' to 8' |
8'-1'' to 10' |
10'-1'' to 12' |
12'-1'' to 14' |
14'-1'' to 16' |
16'-1'' to 18' |
|
ON-CENTER SPACING OF FASTENERS3,4 |
|||||||
|
½'' BOLT WITH WASHERS |
36'' |
36'' |
34'' |
29'' |
24'' |
21'' |
19'' |
Notes:
1. The maximum gap between the face of the ledger board and face of the house band joist shall be 1/2-inch (13 mm).
2. Ledgers shall be flashed to prevent water from contacting the house band joist.
3. Bolts shall be staggered as depicted in Figure R502.2.2.1.
4. Deck ledger shall be 2x8 PPT No. 2 Southern Pine (minimum) or other approved method and material as established by standard engineering practice.
FIGURE R502.2.2.1
PLACEMENT OF BOLTS IN DECK LEDGERS (BANDS)
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GEORGIA STATE MINIMUM STANDARD
MECHANICAL CODE
(INTERNATIONAL MECHANICAL CODE WITH GEORGIA
STATE AMENDMENTS)
The INTERNATIONAL MECHANICAL CODE, 2006 Edition, published by the International Code Council, when used in conjunction with these Georgia State Amendments, shall constitute the official Georgia State Minimum Standard Mechanical Code.
GEORGIA STATE AMENDMENTS
CODE REFERENCE:
(a) Replace all references to the ICC Electrical Code with references to the Georgia State Minimum Standard Electrical Code (National Electrical Code with Georgia State Amendments).
(b) Replace all references to the International Energy Conservation Code (IECC) with references to the Georgia State Minimum Standard Energy Code (IECC with Georgia State Supplements and Amendments). The Georgia State Minimum Standard Energy Code shall be used for efficiency and coefficient of performance ratings of mechanical equipment.
SCOPE:
The provisions of the Georgia State Minimum Standard Mechanical Code shall regulate the design, installation, maintenance, alteration and inspection of mechanical systems that are permanently installed and utilized to provide control of environmental conditions and related processes within buildings. This code shall also regulate those mechanical systems, system components, equipment and appliances specifically addressed herein. The installation of fuel gas distribution piping and equipment, fuel gas-fired appliances and fuel gas-fired appliance venting systems shall be regulated by the Georgia State Minimum Standard Gas Code (International Fuel Gas Code with Georgia Amendments).
APPENDICES:
Appendices are not enforceable unless they are specifically referenced in the body of the code or adopted by the Department of Community Affairs or the authority having jurisdiction.
GEORGIA STATE MINIMUM
REQUIREMENTS FOR BOILERS/WATER HEATERS AND
PRESSURE VESSELS
The State's minimum requirements for boilers/water heaters and pressure vessels over 200,000 BTU/h (58.61 kW), 210 degrees Fahrenheit or 120 gallons capacity shall be established by O.C.G.A. Title 34, Chapter 11 and the Rules and Regulations of the Georgia Department of Labor.
*Revise the International Mechanical Code, 2006 Edition, as follows:
CHAPTER 1
ADMINISTRATION
*Delete Chapter 1 'Administration' without substitution. Chapter 1 to remain in the Code as a reference and guide for local governments in the development of their own Administrative Procedures.
(Effective January 1, 2007)
CHAPTER 3
GENERAL REGULATIONS
SECTION 301
GENERAL
*Add new Section 301.16 'Related Fire Codes' to read as follows:
301.16 Related fire codes. Any reference to the International Fire Code and/or NFPA standards in any chapter of this code shall be to the latest edition as adopted and amended by the Georgia Insurance and Safety Fire Commissioner.
(Effective January 1, 2007)
SECTION 303
EQUIPMENT AND APPLIANCE LOCATION
*Revise Section 303.3 'Prohibited locations' as follows:
303.3 Prohibited locations.
Exception #4. Refer to the International Fuel Gas Code for gas-fired appliances.
(Effective January 1, 2007)
*Delete Section 303.5 'Indoor locations' and substitute the following:
303.5 Indoor locations. Fuel-fired furnaces and boilers installed in closets and alcoves shall be listed for such installation.
(Effective January 1, 2007)
SECTION 304
INSTALLATION
*Revise Section 304.9 'Clearances from grade' to read as follows:
304.9 Clearances from grade. Equipment and appliances installed at grade level shall be supported on a level concrete slab or other approved material extending above adjoining grade minimum of 2 inches (51 mm) or shall be suspended a minimum of 6 inches (152 mm) above adjoining grade.
(Effective January 1, 2007)
SECTION 306
ACCESS AND SERVICE SPACE
*Delete second and third paragraphs of Section 306.5'Equipment and appliances on roofs or elevated structures' to read as follows:
306.5 Equipment and appliances on roofs or elevated structures. (First paragraph leftunchanged.)
(Effective January 1, 2007)
SECTION [B] 309
TEMPERATURE CONTROL
*Revise Section [B] 309.1 'Space-heating systems'to add exceptions as follows:
[B] 309.1 Space-heating systems.
Exception #2: Semi-heated spaces as listed in ANSI/ASHRAE/IESNA 90.1.
Exception #3: In unfinished basements and enclosed unvented crawlspaces where the wall is insulated in lieu of the floor.
(Effective January 1, 2007)
CHAPTER 4
VENTILATION
SECTION 401
GENERAL
*Add a new Section 401.7 'Alternate Ventilation Procedure' to read as follows:
401.7 Alternate Ventilation Procedure. As an alternate to ventilation rates listed in Table 403.3, Required Outdoor Ventilation Air, designers may utilize ventilation rate procedures and tables in ASHRAE Standard 62.1. If the ASHRAE 62.1 method is used, the entire building shall comply with ASHRAE 62.1 and any additional equipment and/or systems required by ASHRAE 62.1 shall be installed.
(Effective January 1, 2007)
SECTION 405
SYSTEM CONTROL
*Add a new Section 405.2 'CO2 Sensors' to read as follows:
405.2 CO2 Sensors. Carbon dioxide sensors shall be utilized for control of ventilation systems, as outlined in ASHRAE Standard 62.1.
(Effective January 1, 2007)
CHAPTER 5
EXHAUST SYSTEMS
SECTION 502
REQUIRED SYSTEMS
*Revise Section [F] 502.5 'Valve-regulated lead-acid batteries in cabinets' to read as follows:
[F] 502.5 Valve-regulated lead-acid batteries in cabinets. Valve-regulated lead-acid (VRLA) batteries installed in cabinets, as regulated by the International Fire Code, shall be provided with ventilation in accordance with Section 502.5.1 or 502.5.2.
(Effective January 1, 2007)
SECTION 505
DOMESTIC KITCHEN EXHAUST EQUIPMENT
*Add new Section 505.2 'Commercial Installations of Domestic Systems' to read as follows:
505.2 Commercial Installations of domestic systems. Commercial installations of domestic systems shall comply with the current NFPA standards as adopted and amended by the Georgia Insurance and Safety Fire Commissioner.
(Effective January 1, 2007)
*Add new Section 505.3 'Exhaust Ducts' to read as follows:
505.3 Exhaust ducts. Exhaust ducts for domestic range hoods, installed in commercial applications shall be vented to the outside and shall be constructed of Type B vent or smooth-wall duct constructed of 0.0157 inch (0.4mm) galvanized steel.
(Effective January 1, 2007)
SECTION 506
COMMERCIAL KITCHEN HOOD VENTILATION SYSTEM
DUCTS AND EXHAUST EQUIPMENT
*Delete Section 506.1 'General' and substitute the following to read:
506.1 General. The State's minimum requirements for Type I commercial kitchen hood ventilation system ducts and exhaust equipment shall be designed, constructed and installed in accordance with the Life Safety Code NFPA 101 and NFPA 96. Other commercial kitchen hood ventilation system ducts and exhaust equipment shall comply with the requirements of this section.
(Effective January 1, 2007)
SECTION 507
COMMERCIAL KITCHEN HOODS
*Delete Section 507.1'General' and substitute the following:
507.1 General. The State's minimum requirements for Type I commercial kitchen hoods shall be designed, constructed and installed in accordance with the Life Safety Code NFPA 101 and NFPA 96. Other commercial kitchen hoods shall comply with the requirements of this section.
(Effective January 1, 2007)
*Delete Section 507.2.3 'Domestic cooking appliances used for commercial purposes' without substitution.
(Effective January 1, 2007)
SECTION 508
COMMERCIAL KITCHEN MAKEUP AIR
*Renumber Section 508.1 'Makeup air' as 508.2, renumber Section 508.2 'Compensating Hoods' as 508.3, and add new section 508.1 'General' as follows:
508.1 General. The State's minimum requirements for commercial kitchen makeup air Type I hoods shall be in accordance with the Life Safety Code NFPA 101 and NFPA 96. Commercial kitchen makeup air for Type II hoods shall comply with the requirements of this section.
(Effective January 1, 2007)
SECTION 509
FIRE SUPPRESSION SYSTEMS
*Delete Section 509.1 'Where required' and substitute the following to read:
509.1 Where required. The State's minimum requirements for fire suppression systems for commercial cooking equipment shall be established by the Life Safety Code and NFPA 96.
(Effective January 1, 2007)
CHAPTER 6
DUCT SYSTEMS
SECTION 603
DUCT CONSTRUCTION AND INSTALLATION
*Revise the first sentence Section 603.2 'Duct sizing' to read as follows:
603.2 Duct sizing. Ducts installed within a one- or two-family dwelling unit shall be designed and sized in accordance with ACCA Manual D or other approved methods. (Remainder of section left unchanged).
(Effective January 1, 2007)
*Revise section 603.6'Flexible air ducts and flexible air connectors' to read as follows:
603.6 Flexible air ducts and flexible air connectors.
(Beginning of section left unchanged.)
...Sections 606.6.2 through 603.6.4, Flexible air ducts and flexible air connectors, both metallic and nonmetallic, shall be installed and supported as specified in the SMACNA HVAC Duct Construction Standards-Metal and Flexible and the Air Diffusion Council Flexible Duct Performance and Installation Standards.
(Effective January 1, 2007)
*Revise second sentence of Section 603.9 'Joints, seams and connections' to read as follows:
603.9 Joints seams and connections. (First sentence left unchanged)....Duct construction standards. When required to be sealed, joints, longitudinal and transverse seams and connections in ductwork shall be securely fastened and sealed with welds, gaskets, mastics, (adhesives), mastic-plus-embedded-fabric systems or tapes, tape and mastics... ... (Remainder of section left unchanged).
(Effective January 1, 2007)
*Add new Section 603.9.1 'Sealing of low pressure metallic duct systems' to read as follows:
603.9.1 Sealing of low pressure metallic duct systems. Metallic ducts, fittings, elbows, register boots and boxes classified by a pressure rating of positive or negative 0.5 or 1.0 inches of water column, shall be sealed as specified for a Seal Class C in the SMACNA standard, HVAC Duct Construction Standards-Metal and Flexible. Longitudinal seams using a machine-made locking seam are not required to be sealed for these pressure classes.
Exception: Sealing is not required for negative low pressure exhaust ductwork.
(Effective January 1, 2007)
SECTION 606
SMOKE DETECTION SYSTEMS CONTROL
*Rename Section 606.2.1 'Return air systems' as 'Supply air systems' and revise first paragraph to read as follows:
606.2.1 Supply air systems: Smoke detectors shall be installed in supply air systems with a design capacity greater than 2,000 cfm (0.9 m/s)....
(Effective January 1, 2007)
*Revise Section 606.2.2 'Common supply and return air systems' as 'Common supply air systems' and delete all occurrences of the word "return" from the text.
(Effective January 1, 2007)
CHAPTER 8
CHIMNEYS AND VENTS
SECTION 804
DIRECT-VENT, INTEGRAL VENT AND MECHANICAL DRAFT
SYSTEMS
*Revise requirement #3 of Section 804.3.8 'Mechanical draft systems for manually fired appliances andfireplaces' to read as follows:
804.3.8 Mechanical draft systems for manually fired appliances and fireplaces. Requirement #3. A smoke detector powered by the building wiring and equipped with a battery back-upshall be installed in the room with the appliance or fireplace.
(Effective January 1, 2007)
CHAPTER 9
SPECIFIC APPLIANCES, FIREPLACES AND SOLID FUEL-
BURNING EQUIPMENT
SECTION 917
COOKING APPLIANCES
*Delete Section 917.2 'Prohibited location'without substitution.
(Effective January 1, 2007)
*Delete Section 917.3 'Domestic appliances'without substitution.
(Effective January 1, 2007)
CHAPTER 10
BOILERS, WATER HEATERS AND PRESSURE VESSELS
SECTION 1001
GENERAL
*Revise Section 1001.1'Scope' to add at the end of first paragraph as follows:
1001.1 Scope. ...and pressure vessels.The State's minimum requirements for boilers/water heaters and pressure vessels over 200,000 BTU/h (58.61 kW), 210 degrees Fahrenheit or 120 gallons capacity shall be established by O.C.G.A. Title 34, Chapter 11 and the Rules and Regulations of the Georgia Department of Labor.
(Effective January 1, 2007)
SECTION 1007
BOILER LOW-WATER CUTOFF
*Revise Section 1007.1 'General' to add at the end as follows:
1007.1 General. ...low-water cutoff control. In lieu of the low-water cutoff control, a flow switch or other mechanism as recommended by the manufacturer shall be allowed for water tube boilers.
(Effective January 1, 2007)
CHAPTER 11
REFRIGERATION
SECTION 1105
MACHINERY ROOM, GENERAL REQUIREMENTS
*Renumber Section [F] 1105.3 'Refrigerant detector' as 1105.3 and revise to read as follows:
[F] 1105.3 Refrigerant detector. Refrigerant detectors in machinery rooms shall be provided as required in accordance with ASHRAE 15.
(Effective January 1, 2007)
SECTION 1106
MACHINERY ROOM, SPECIAL REQUIREMENTS
*Renumber Section [F] 1106.5 'Remote Controls' to read as follows:
1106.5 Remote controls. Remote control of the mechanical equipment and appliances located in the machinery room shall be provided as required by "ASHRAE Standard 15".
(Effective January 1, 2007)
*Revise Section [F] 1106.6 'Emergency signs and labels' as 1106.6 and revise to read as follows:
[F] 1106.6 Emergency signs and labels. Refrigeration units and systems shall be provided with approved emergency signs, charts, and labels in accordance with ASHRAE 15.
(Effective January 1, 2007)
CHAPTER 12
HYDRONIC PIPING
SECTION 1206
PIPING INSTALLATION
*Revise Section 1206.8 'Steam piping pitch' to add at the end as follows:
1206.8 Steam piping pitch. ...the steam piping. Branch piping from steam mains shall be taken off at the top of the pipe.
(Effective January 1, 2007)
CHAPTER 13
FUEL OIL PIPING AND STORAGE
SECTION 1301
GENERAL
*Revise Section 1301.1 'Scope' to add at the end as follows:
1301.1 Scope. ...International Fire Code. The State's minimum requirements for fuel oil piping and storage shall be as established by the Georgia State Minimum Fire Safety Standards and the Rules and Regulations of the Georgia Insurance and Safety Fire Commissioner. Any areas not addressed by the Georgia State Minimum Fire Safety Standards shall be regulated by this chapter.
(Effective January 1, 2007)
CHAPTER 14
SOLAR SYSTEMS
SECTION 1402
INSTALLATION
*Add new Section 1402.8 'Protection of drains' to read as follows:
1402.8 Protection of drains. Drains serving heat transfer fluids over 140°F (60°C) or which are toxic or corrosive shall be protected in accordance with the requirements of The International Plumbing Code.
(Effective January 1, 2007)
*Add new Section 1402.9'Warning label' to read as follows:
1402.9 Warning label. Drains in solar systems where high temperature, high pressure, or hazardous fluids are discharged shall have a warning label. For hazardous fluids, the label shall describe the hazardous properties of the fluid and emergency first aid procedures.
Valves regulating such a discharge shall not be readily accessible to unauthorized personnel.
(Effective January 1, 2007)
CHAPTER 15
REFERENCED STANDARDS
*Revise Chapter 15 'Referenced Standards' to add as follows:
Air Diffusion Council
1000 East Woodfield Road
ADC Schaumburg, IL 60173-5921
|
Standard reference number |
Title |
Referenced in code section number |
|
Flexible Duct Performance and Installation Standards (Fourth Edition 2003) |
603.6, GA Amendments |
American Society of Heating, Refrigeration and Air Conditioning Engineers, Inc. 1791 Tullie Circle, NE
ASHRAE Atlanta, GA 30329-2305
|
Standard reference number |
Title |
Referenced in code section number |
|
90.1--2004 |
Energy Standard for Buildings Except Low-rise Residential Buildings |
309.1, GA Amendments |
|
62.1--2004 |
Ventilation for Acceptable Indoor Air Quality |
401.7, GA Amendments 405.2, GA Amendments |
|
15--2001 |
Safety Standard for Refrigeration Systems |
1105.3, 1106.5, 1106.6, GA Amendments |
National Fire Protection Association
Batterymarch Park
NFPA Quincy, MA 02269
|
Standard reference number |
Title |
Referenced in code section number |
|
96 |
Standard for Ventilation and Fire Protection of Commercial Cooking Operations |
506.1, 507.1, 508.1, 509.1, GA Amendments |
|
101 |
Life Safety Code |
506.1, 507.1, 508.1, 509.1, GA Amendments |
Sheet Metal & Air Conditioning Contractors National Assoc. Inc. 4021 Fafayette Center Road
SMACNA Chantilly, VA 22021
|
Standard reference number |
Title |
Referenced in code section number |
|
SMACNA--95 HVAC |
Duct Construction Standards-Metal and Flexible |
603.6, GA Amendments |
(Effective January 1, 2007)
*Add new Appendix C 'Design and Installation of Residential Flexible Ductwork Systems.' ***This appendix is not enforceable unless it has been specifically adopted by the authority having jurisdiction.***
(Effective January 1, 2007)
APPENDIX C
DESIGN AND INSTALLATION OF RESIDENTIAL FLEXIBLE
DUCTWORK SYSTEMS
A. SCOPE
1. This information is intended to assist contractors, installers and code officials in the proper design and installation of flexible ductwork systems. The information presented in this document comes primarily from sources in the International Mechanical Code including referenced standards and Georgia Amendments.
2. It is recommended as a guide that HVAC system documentation, including owner's manuals, manufacturer's installation instructions and a sketch of the duct system design that details duct size and approximate duct lengths be provided to the building owner or posted on the air handling unit or furnace. (See sample Duct System Design Sketch). Documentation should also include Manual J calculations.
B. GENERAL
1. The routing and length of flexible duct, the numbers of degrees of each bend and the amount of sag allowed between support joints will have serious effects on system performance due to the increased resistance each introduces. Use the minimum length of flexible duct to make connections. Do not install excess lengths of ducts to allow for possible future relocations of air terminal devices.
2. Flexible air duct trunk lines should not be limited in length. It is recommended as a guide that flexible air duct branch takeoffs (run-outs), flexible air ducts direct to boots from the plenum and flexible ducts in radial duct systems be limited in length to 25 feet (7620 mm). The preferred duct geometry is a "Trunk and Branch" system (see ACCA Manual D Figures 1-4 and 10-7).
3. Flexible air ducts, both metallic and nonmetallic, should be tested in accordance with UL 181. Such ducts should be listed and labeled as Class 0 or Class 1 flexible air ducts.
4. Flexible duct is for indoor use only; do not install product where exposure to direct sunlight can occur. Prolonged exposure to sunlight may cause deterioration of vapor barrier.
5. The inner core may degrade if the duct is positioned near a bio-treatment lamp (UV emitter) installed within the HVAC system.
6. Terminal devices should be supported independently of the flexible duct.
7. Repair torn or damaged vapor barrier/jacket with duct tapes listed and labeled to UL 181B; if internal core is penetrated, replace flexible duct or treat as a splice (see Section E below).
C. SYSTEM SIZING AND DESIGN
Flexible air duct systems should be sized and designed in accordance with ACCA Manual D for residential duct systems or other ICC referenced engineering standards based on the following:
1. Calculation of the supply air for each room should be based on the greater of the heating load or sensible cooling load for that room as determined by a heat loss-heat gain calculation per ACCA Manual J or the ASHRAE Handbook of Fundamentals.
2. Duct size should be determined by:
a) The supply air requirements of each room.
b) The available static pressure of the blower.
c) The total equivalent length of the various duct runs, duct fittings and terminal devices.
3. Flexible duct and flexible connectors should be sized to deliver the required airflow (as calculated in Step 1 above) in strict accordance with the manufacturer's sizing recommendations, the ACCA Manual D friction chart (Appendix 2, Chart 7) or other appropriate IMC standards. (Flexible duct sizing calculators are available from manufacturers or industry associations).
4. The dwelling should be constructed with adequate space and chases to accommodate all flex ducts without them being compressed or bent in a radius less than one duct diameter, and to avoid bending across sharp corners or incidental contact with metal fixtures, pipes or conduits.
5. Sufficient space should be provided adjacent to all mechanical components located in or forming a part of the air distribution system to assure adequate access for:
a) Construction and sealing
b) Inspection
c) Cleaning and maintenance
D. INSTALLATION
1. Install duct fully extended; do not install in the compressed state or use excess lengths. This will noticeably decrease friction losses.
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2. Avoid bending ducts across sharp corners or incidental contact with metal fixtures, pipes or conduits. Radius at center line should not be less than one duct diameter.
3. Do not install near hot equipment (e.g., furnaces, boilers, steam pipes, etc.) that is above the recommended flexible duct use temperature.
4. Do not use for vertical risers in air ducts systems serving more than two floors.
5. Avoid installations where exposure to direct or indirect sunlight or UV producing air treatment devices can occur. Prolonged exposure to sunlight or UV light may cause degradation of the core material or the vapor barrier.
6. Should not be installed within 4 inches (101.6 mm) of hot equipment (furnaces, boilers, steam pipes, etc.) that is above 250o F (121o C).
7. Should not penetrate walls where fire dampers are required.
8. Should not be installed in concrete, buried below grade or in contact with the ground.
E. CONNECTING AND SPLICING FLEXIBLE DUCT
1. All connections, joints and splices should be made in accordance with the manufacturer's installation instructions. (See flexible duct connections and splicing diagrams below).
2. All tapes, mastics and non-metallic fasteners (plastic clamps) used for field installation of flexible ducts should be listed and labeled to UL 181B, Closure Systems for Use With Flexible Air Ducts and Air Connectors. Non-metallic fasteners are limited to 6 inch w.g. (water gauge) maximum positive pressure.
3. Sheet metal collars to which flexible ducts are attached should be a minimum of 2 inches (50.8 mm) in length and should be beaded.
4. Sheet metal sleeves used for joining two sections of flexible duct should be a minimum of 4 inches (101.6 mm) in length and should be beaded on both ends.
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F. SUPPORTING FLEXIBLE DUCT
1. Flexible duct shall be supported at manufacturer's recommended intervals, but at no greater distance than 5 feet (1524 mm). Maximum permissible sag is 1/2 inch per foot of spacing between supports.
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2. Hanger or saddle material in contact with the flexible duct should be of sufficient width (minimum 1 1/2" (38 mm)) to prevent any restriction of the internal diameter of the duct when the weight of the supported section rests on the hanger. Individual ducts should be separately supported.
3. Flexible ducts may rest on ceiling joists or truss supports. Maximum spacing between supports should not exceed the maximum spacing per manufacturer's installation instructions.
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4. Support the duct between a metal connection and a bend by allowing the duct to extend straight for a few inches before making the bend.
Click here to view 5. Vertically installed duct should be stabilized by support straps at a maximum of 6 feet (1829 mm) on center.
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G. SOURCE MATERIAL
Information for these recommendations was compiled from these code sources:
International Mechanical Code, 2006 Edition, with Georgia Amendments.
Flexible Duct Performance and Installation Standards (4th ed.) - Air Diffusion Council
Manual D-Residential Duct Systems - Air Conditioning Contractors of America (ACCA)
HVAC Duct Construction Standards-Metal and Flexible (1995 ed.) - Sheet Metal and Air Conditioning Contractors' National Association, Inc. (SMACNA)
Additional information was also compiled from these documents
Uniform Mechanical Code, 2003 Edition, Appendix A: Standard for Installation of Factory-Made Air Ducts
Florida Mechanical Code, Section 610: Air Distribution Systems
End of Amendments.
Notes
State regulations are updated quarterly; we currently have two versions available. Below is a comparison between our most recent version and the prior quarterly release. More comparison features will be added as we have more versions to compare.
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GEORGIA STATE MINIMUM STANDARD
GAS CODE
(INTERNATIONAL FUEL GAS CODE WITH GEORGIA STATE AMENDMENTS)
The INTERNATIONAL FUEL GAS CODE, 2006 Edition, published by the International Code Council, when used in conjunction with these Georgia State Amendments, shall constitute the official Georgia State Minimum Standard Gas Code.
GEORGIA STATE AMENDMENTS
CODE REFERENCE:
Replace all references to the ICC Electrical Code with references to the Georgia State Minimum Standard Electrical Code (National Electrical Code with Georgia State Amendments).
*Revise the International Fuel Gas Code, 2006 Edition, as follows:
CHAPTER 1
ADMINISTRATION
*Delete Chapter 1 'Administration' in its entirety without substitution.
(Effective January 1, 2007)
CHAPTER 3
GENERAL REGULATIONS
SECTION 300 (IFGC)
GENERAL APPLICABILITY STANDARDS
*Add new Section 300 'General Applicability Standards' as follows:
300.1 Scope. This code shall apply to the installation of fuel gas piping systems, fuel gas utilization equipment, gaseous hydrogen systems and related accessories in accordance with Sections 300.1.1 through 300.1.5.
Exception: Detached one- and two-family dwellings and multiple single-family dwellings (townhouses) not more than three stories high with separate means of egress and their accessory structures shall comply with the International Residential Code.
300.1.1 Gaseous hydrogen systems. Gaseous hydrogen systems shall be regulated by Chapter 7.
300.1.2 Piping systems. These regulations cover piping systems for natural gas with an operating pressure of 125 pounds per square inch guage (psig) (862 kPa gauge) or less, and for LP-gas with an operating pressure of 20 psig (140 kPa gauge) or less, except as provided in Section 402.6.1. Coverage shall extend from the point of delivery to the outlet of the equipment shutoff valves. Piping systems requirements shall include design, materials, components, fabrication, assembly, installation, testing, inspection, operation and maintenance.
300.1.3 Gas utilization equipment. Requirements for gas utilization equipment and related accessories shall include installation, combustion and ventilation air and venting and connections to piping systems.
300.1.4 Systems and equipment outside the scope. This code shall not apply to the following:
1. Portable LP-gas equipment of all types that is not connected to a fixed fuel piping system.
2. Installation of farm equipment such as brooders, dehydrators, dryers and irrigation equipment.
3. Raw material (feedstock) applications except for piping to special atmosphere generators.
4. Oxygen-fuel gas cutting and welding systems.
5. Industrial gas applications using gases such as acetylene and acetylenic compounds, hydrogen, ammonia, carbon monoxide, oxygen and nitrogen.
6. Petroleum refineries, pipeline compressor or pumping stations, loading terminals, compounding plants, refinery tank farms and natural gas processing plants.
7. Integrated chemical plants or portions of such plants where flammable or combustible liquids or gases are produced by, or used in, chemical reactions.
8. LP-gas installations at utility gas plants.
9. Liquefied natural gas (LNG) installations.
10. Fuel gas piping in power and atomic energy plants.
11. Proprietary items of equipment, apparatus or instruments such as gas-generating sets, compressors and calorimeters.
12. LP-gas equipment for vaporization, gas mixing and gas manufacturing.
13. Temporary LP-gas piping for buildings under construction or renovation that is not to become part of the permanent piping system.
14. Installation of LP-gas systems for railroad switch heating.
15. Installation of hydrogen gas, LP-gas and compressed natural gas (CNG) systems on vehicles.
16. Except as provided in Section 401.1.1, gas piping, meters, gas pressure regulators and other appurtenances used by the serving gas supplier in the distribution of gas, other than undiluted LP-gas.
17. Building design and construction, except as specified herein.
18. Piping systems for mixtures of gas and air within the flammable range with an operating pressure greater than 10 psig (69 kPa gauge).
19. Portable fuel cell appliances that are neither connected to a fixed piping system nor interconnected to a power grid.
300.1.5 Other fuels. The requirements for the design, installation, maintenance, alteration and inspection of mechanical systems operating with fuels other than fuel gas shall be regulated by the International Mechanical Code.
300.2 Appendices. Provisions in the appendices shall not apply unless specifically adopted.
300.3 Intent. The purpose of this code is to provide minimum standards to safeguard life or limb, health, property and public welfare by regulating and controlling the design, construction, installation, quality of materials, location, operation and maintenance or use of fuel gas systems.
300.4 Severability. If a section, subsection, sentence, clause or phrase of this code is, for any reason, held to be unconstitutional, such decision shall not affect the validity of the remaining portions of this code.
(Effective January 1, 2007)
SECTION 301 (IFGC)
GENERAL
*Delete exception to Section 301.11 'Flood hazard' without substitution.
(Effective January 1, 2007)
SECTION 307 (IFGC)
CONDENSATE DISPOSAL
*Revise Section [M] 307.3 'Drain pipe materials and sizes' to add exception as follows:
[M] 307.3 Drain pipe materials and sizes.
Exception:
If an approved condensate pump is used, the condensate line must be sized according to the manufacturer's instructions.
(Effective January 1, 2007)
CHAPTER 4
GAS PIPING INSTALLATIONS
SECTION 404 (IFGC)
PIPING SYSTEM INSTALLATION
*Revise Section 404.8 'Protection against corrosion' to read as follows:
404.8 Protection against corrosion. Metallic pipe or tubing exposed to corrosive action, such as soil condition or moisture, shall be protected in an approved manner. Ferrous metal exposed in exterior locations shall be protected from corrosion in a manner satisfactory to the code official. Where dissimilar metals are joined underground, an insulating coupling or fitting shall be used. Piping shall not be laid in contact with cinders.
(Effective January 1, 2007)
SECTION 406 (IFGS)
INSPECTION, TESTING AND PURGING
*Rename Section 406.6.2 'Before turning gas on' as 'Turning gas on' and revise to read as follows:
406.6.2 Turning gas on. When turning gas on into a system of new gas piping, the entire system shall be inspected to determine that there are no open fittings or ends and that all valves at unused outlets are closed and plugged or capped.
(Effective January 1, 2007)
SECTION 409 (IFGC)
SHUTOFF VALVES
*Add new Section 409.2.1 'Point of delivery service valve' as follows:
409.2.1 Point of delivery service valve. Where the point of delivery is the outlet of the service meter assembly or the outlet of the service regulator, a service shutoff valve shall be installed. Such valve is considered to be part of the customer piping system.
(Effective January 1, 2007)
SECTION 412 (IFGC)
LIQUEFIED PETROLEUM GAS MOTOR VEHICLE FUEL-
DISPENSING FACILITIES
*Delete Section 412 'Liquefied Petroleum Gas Motor Vehicle Fuel-Dispensing Facilities' and substitute the following:
412 Liquefied Petroleum Gas Motor Vehicle Fuel-Dispensing Facilities. Under Georgia law, the Rules and Regulations of the Georgia Safety Fire Commissioner's Office govern the storage, delivery and dispensing of Liquefied Petroleum Gas. Refer to the Rules and Regulations of the Georgia Safety Fire Commissioner's Office and NFPA 58 for all requirements concerning liquefied petroleum gas motor vehicle fuel-dispensing facilities.
(Effective January 1, 2007)
SECTION 413 (IFGC)
COMPRESSED NATURAL GAS MOTOR VEHICLE FUEL-
DISPENSING FACILITIES
*Delete Section 413 'Compressed Natural Gas Motor Vehicle Fuel-Dispensing Facilities' and substitute the following:
413 Compressed Natural Gas Motor Vehicle Fuel-Dispensing Facilities. Under Georgia law, the Rules and Regulations of the Georgia Safety Fire Commissioner's Office govern the storage, delivery and dispensing of compressed natural gas. Refer to the Rules and Regulations of the Georgia Safety Fire Commissioner's Office and NFPA 52 for all requirements concerning compressed natural gas motor vehicle fuel-dispensing facilities.
(Effective January 1, 2007)
CHAPTER 6
SPECIFIC APPLIANCES
SECTION 624 (IFGC)
WATER HEATERS
*Add new Section 624.3 'Boilers/water heaters' as follows:
624.3 Boilers/water heaters. The State's minimum requirements for boilers/water heaters and pressure vessels over 200,000 BTU/h (58.61 kW), 210 degrees Fahrenheit or 120 gallons capacity shall be established by O.C.G.A. Title 34, Chapter 11 and the Rules and Regulations of the Georgia Department of Labor.
(Effective January 1, 2007)
SECTION 631 (IFGC)
BOILERS
*Add new Section 631.4 'Additional regulations' as follows:
631.4 Additional regulations. For additional regulations regarding boilers/water heaters, see Section 624.3 (GA Amendments).
(Effective January 1, 2007)
CHAPTER 8
REFERENCED STANDARDS
*Revise Chapter 8 'Referenced Standards' to add as follows:
National Fire Protection Association
Batterymarch Park
| NFPA Quincy, MA 02269 | ||
| Standard reference number | Title | Referenced in code section number |
| 52 | Compressed Natural Gas (CNG) Vehicular Fuel Systems | 413, GA Amendments |
| 58 | Liquefied Petroleum Gas | 412, GA Amendments |
| (Effective January 1, 2007) |
End of Amendments.
Click here to view
GEORGIA STATE MINIMUM STANDARD BUILDING CODE
(INTERNATIONAL BUILDING CODE WITH GEORGIA STATE AMENDMENTS)
The International Building Code, 2006 Edition, published by the International Code Council, when used in conjunction with these Georgia State Amendments, shall constitute the official Georgia State Minimum Standard Building Code.
GEORGIA STATE AMENDMENTS
CODE REFERENCE:
(a) Replace all references to the ICC Electrical Code with references to the Georgia State Minimum Standard Electrical Code (National Electrical Code with Georgia State Amendments).
(b) Replace all references to the International Energy Conservation Code (IECC) with references to the Georgia State Minimum Standard Energy Code (IECC with Georgia State Supplements and Amendments). The Georgia State Minimum Standard Energy Code shall be used for efficiency and coefficient of performance ratings of equipment.
APPENDICES:
Appendices are not enforceable unless they are specifically referenced in the body of the code or adopted by the Department of Community Affairs or the authority having jurisdiction.
SCOPE:
The provisions of the Georgia State Minimum Standard Building Code shall apply to the construction, alteration, movement, enlargement, replacement, repair, equipment, use and occupancy, location, maintenance, removal and demolition of every building or structure or any appurtenances connected or attached to such buildings or structures.
Exception #1: Detached one- and two-family dwellings and multiple single-family dwellings (townhouses) not more than three stories high with separate means of egress and their accessory structures shall comply with the Georgia State Minimum Standard One and Two Family Dwelling Code (International Residential Code for One- and Two-Family Dwellings with Georgia State Amendments).
Exception #2: The following table titled 'Codes Reference Guide' establishes specific primary and supplementary code applications and is to be applied by the authority having jurisdiction.
| CODES REFERENCE GUIDE | ||
| Area | Primary | Supplement |
| Occupancy Classification | LSC | IBC |
| Building Construction Types Including allowable height, allowable building areas, and the requirements for sprinkler protection related to minimum building construction types. | IBC | LSC |
| Means of Egress | LSC | NONE |
| Standpipes | IBC | IFC |
| Interior Finish | LSC | NONE |
| HVAC Systems | IMC | NONE |
| Vertical Openings | LSC | NONE |
| Sprinkler Systems minimum construction standard | LSC | NONE |
| Fire Alarm Systems | LSC | NONE |
| Smoke Alarms and Smoke Detection Systems | State Statute and LSC | NONE |
| Portable Fire Extinguishers | IFC | NONE |
| Cooking Equipment | LSC and NFPA 96 | NONE |
| Fuel Fired Appliances | IFGC | NFPA 54 |
| Liquid Petroleum Gas | NFPA 58 | NFPA 54 or IFGC |
| Compressed Natural Gas | NFPA 52 | NONE |
*Revise the International Building Code, 2006 Edition, as follows:
CHAPTER 1
ADMINISTRATION
*Delete Chapter 1 'Administration' without substitution. Chapter 1 to remain in the Code as a reference and guide for local governments in development of their own Administrative Procedures.
(Effective January 1, 2007)
CHAPTER 2
DEFINITIONS
SECTION 202
DEFINITIONS
*Add definition of 'Elevator Door Opening Protective Device' as follows:
ELEVATOR DOOR OPENING PROTECTIVE DEVICE. Any device that either independently or in conjunction with the (elevator) door assembly allows the device(s) to meet the requirements of Section 715.4.3.
(Effective January 1, 2007)
CHAPTER 4
Special Detailed Requirements Based on Use and
Occupancy
SECTION 415
GROUPS H-1, H-2, H-3, H-4 AND H-5
*Delete Section 415.6.3 'Liquefied petroleum gas-distribution facilities' in its entirety and replace with the following:
415.6.3 Liquefied petroleum gas-distribution facilities. The design and construction of propane, butane, propylene, butylenes and other liquefied petroleum gas-distribution facilities shall conform to the applicable provisions of Sections 415.6.3.1 through 415.6.3.5.2 of this Code. The storage and handling of liquefied petroleum gas systems shall conform to the International Fire Code. The design and installation of piping, equipment and systems that utilize liquefied petroleum gas shall be in accordance with the Rules and Regulations of the Safety Fire Commissioner, Chapter 120-3-16 "Rules and Regulations for Liquefied Petroleum Gases". Liquefied petroleum gas distribution facilities shall be ventilated in accordance with the International Mechanical Code and Section 415.6.3.1 of this Code.
CHAPTER 5
GENERAL BUILDING HEIGHTS AND AREAS
SECTION 508
MIXED USE AND OCCUPANCY
*Revise Section 508.3.1.3 'Separation' to add exceptions as follows:
Exceptions:
1. Group H-2, H-3, H-4 or H-5 occupancies shall be separated from all other occupancies in accordance with Section 508.3.3.
2. All Group R occupancies shall be separated from other accessory occupancies in accordance with Section 508.3.3.4.
(Effective January 1, 2007)
*Revise Exception to Section 508.3.2.3 'Separation' as follows:
Exceptions:
1. Group H-2, H-3, H-4 or H-5 occupancies shall be separated from all other occupancies in accordance with Section 508.3.3.
2. All Group R occupancies shall be separated from other occupancies in accordance with Section 508.3.3.4.
(Effective January 1, 2007)
CHAPTER 7
FIRE-RESISTANCE-RATED CONSTRUCTION
SECTION 705
FIRE WALLS
*Delete exception to Section 705.3 'Materials' without substitution.
(Effective January 1, 2007)
SECTION 707
SHAFT ENCLOSURES
*Delete Sections 707.14 'Elevator, dumbwaiter and other hoistways' and 707.14.1 'Elevator lobby' and substitute the following:
707.14 Elevator, dumbwaiter and other hoistways. Elevator, dumbwaiter and other hoistway enclosures shall be constructed in accordance with this section, Section 707.4 and Chapter 30.
707.14.1 Elevator lobby. Elevator lobbies opening onto floors required to be provided with fire-rated exit access corridors and elevator lobbies in high-rise buildings shall be provided with an elevator lobby at each floor. The elevator lobby shall be separated from exit access corridors by 1-hour fire barriers with all duct penetrations protected with approved automatic smoke dampers. Each elevator lobby shall have at least one means of egress, shall contain at least thirty square feet (2.79 m²) for each elevator cab discharging in the lobby, but no area less than the largest cab discharging into the lobby, and shall have no lobby dimension less than five feet (1.52 m). Openings into the elevator lobby shall be limited to those required for access to the elevators and for egress from the building.
Exceptions:
1. In office buildings, elevator lobbies are not required from a street floor lobby provided the entire street floor is equipped with an automatic sprinkler system in accordance with Section [F] 903.3.1.1, except as provided in Section 707.14.2 (GA Amendments).
2. Elevators not required to be located in a shaft in accordance with Section 707.2.
3. Where additional doors are provided in accordance with Section 3002.6.
4. In other than Groups I-2 and I-3, and buildings which are not classified as high-rise buildings, lobby separation is not required where the building is protected by an automatic sprinkler system installed throughout in accordance with Section [F] 903.3.1.1 or [F] 903.3.1.2.
5. Elevator lobbies are not required within an atrium.
6. Elevators which are located on the exterior of the building and served by exterior walkways.
7. Elevators which serve open air parking decks in accordance with Section 406.3 beneath other occupancies.
8. Hoistways which are provided with mechanical systems designed to resist the passage of smoke to other floors through the hoistway.
9. Lobbies are not required where a listed elevator door opening protective device, in compliance with the 'Rules and Regulations of the Safety Fire Commissioner chapter 120-3-3 Rules and Regulations for the State Minimum Fire Safety Standards', is provided at the hoistway opening other than at the designated primary and alternate floors of elevator return.
10. Enclosed elevator lobbies are not required where the elevator hoistway is pressurized in accordance with Section 707.14.3 (see renumbering instructions of GA Amendment 707.14.2).
11. For existing buildings or existing structures reference Section 3403.1 (GA Amendments).
(Effective January 1, 2007)
*Renumber Sections 707.14.2 'Enclosed elevator lobby pressurization alternative' through 707.14.2.5 'Activation of pressurization system' as Sections 707.14.3 through 707.14.3.5, and add new Section 707.14.2 'Designated floors for elevator return' as follows:
707.14.2 Designated floors for elevator return. New elevators, escalators, dumbwaiters, and moving walks shall be installed in accordance with the requirements of ASME A17.1, Safety Code for Elevators and Escalators. The elevator lobby of the designated floor and the alternate floor specified by Rule 2.27.3 shall be separated from the remainder of the building by 1 hour fire-rated construction. In buildings equipped with automatic sprinkler protection, smoke partitions in accordance with the 'Rules and Regulations of the Safety Fire Commissioner Chapter 120-3-3 Rules and Regulations for the State Minimum Fire Safety Standards' may be used in lieu of 1 hour fire-rated construction. Except health care occupancies, openings in the elevator lobby shall be limited to those required for access to the elevators from exit access corridors only. Elevator lobbies may be used as part of the means of egress from the building.
Exceptions:
1. Elevator lobbies are not required within an atrium.
2. Elevator lobbies are not required where elevators are installed on open exterior walls.
3. Elevator lobbies are not required where elevators are installed in open air parking structures.
4. Elevator lobbies are not required in buildings three stories or less with vertical openings protected in accordance with the applicable occupancy chapter.
5. Elevator lobbies are not required in mercantile occupancies that have properly protected openings for escalators or stairs.
6. Existing installations acceptable to the authority having jurisdiction.
7. For existing buildings or existing structures reference Section 3403.1 (GA Amendments).
(Effective January 1, 2007)
CHAPTER 9
FIRE PROTECTION SYSTEMS
SECTION 903
AUTOMATIC SPRINKLER SYSTEMS
*Revise Section [F] 903.2.7 'Group R' to add exception as follows:
[F] 903.2.7 Group R.
Exception:
Group R-1 and R-2 occupancies which meet the exceptions allowed by the 'Rules and Regulations of the Safety Fire Commissioner Chapter 120-3-3 Rules and Regulations for the State Minimum Fire Safety Standards' are exempt from this requirement.
(Effective January 1, 2007)
CHAPTER 11
ACCESSIBILITY
* Delete Chapter 11 'Accessibility' without substitution.
{Cross-reference in State law: Title 30, Chapter 3 of the Official Code of Georgia Annotated (O.C.G.A) and the Rules and Regulations of the Georgia Safety Fire Commissioner.}
CHAPTER 14
EXTERIOR WALLS
SECTION 1404
MATERIALS
*Add new Section 1404.11 'Exterior insulation finish systems' as follows:
1404.11 Exterior insulation finish systems. Exterior Insulation Finish Systems (EIFS) shall be from manufacturers with a current ICC Evaluation Report and shall be installed in accordance with ANSI 99A, ASTM C 1397, ASTM C 1535, ASTM E 2273 (for drainable EIFS), manufacturer's installation instructions and the requirements of this section.
(Effective January 1, 2007)
SECTION 1405
INSTALLATION OF WALL COVERINGS
*Add new Section 1405.18 'Exterior insulation finish systems' as follows:
1405.18 Exterior insulation finish systems. Exterior Insulation Finish Systems (EIFS) shall be installed in accordance with the manufacturer's ICC Evaluation Report criteria and manufacturer's installation and application instructions.
(Effective January 1, 2007)
*Add new Section 1405.19 'Installation of wall coverings' as follows:
1405.19 Installation of wall coverings. Clearance between wall cladding, except masonry veneer, shall be at least 6 inches (152 mm) and a 2-inch (51 mm) clear inspection space above paved areas must be visible below cladding down to the final grade of the top of the soil which is immediately adjacent to the structure.
(Effective January 1, 2007)
CHAPTER 15
ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION 1507
REQUIREMENTS FOR ROOF COVERINGS
*Revise Section 1507.4.4 'Attachment' to read as follows:
1507.4.4 Attachment. Metal roof panels shall be secured to the supports in accordance with the approved manufacturer's fasteners. In the absence of manufacturer recommendations, the following applicable fasteners shall be used:
1. Galvanized fasteners shall be used for steel roofs.
2. 300 series stainless-steel fasteners shall be used for copper roofs.
3. Stainless-steel fasteners are acceptable for all types of metal roofs.
4. Aluminum fasteners shall be used for aluminum roofing.
(Effective January 1, 2007)
CHAPTER 17
STRUCTURAL TESTS AND SPECIAL INSPECTIONS
SECTION 1701
GENERAL
*Add new Section 1701.4 'Guidelines' as follows:
1701.4 Guidelines. The local building official or authority having jurisdiction shall be authorized to use ACEC/SEAOG SI GL 01-03/16/2006, Georgia Special Inspections Guidelines, in part or in whole for the purposes of implementing and enforcing the provisions of Chapter 17, 'Structural Tests and Special Inspections', and/or establishing a Special Inspections program for their jurisdiction.
(Effective January 1, 2007)
SECTION 1703
APPROVALS
*Rename Section 1703.7 'Evaluation and follow-up inspection services' as 'Evaluation and follow-up inspection services for "fabricated assemblies."'
(Effective January 1, 2007)
SECTION 1704
SPECIAL INSPECTIONS
*Revise first paragraph of Section 1704.1 'General' to read as follows:
1704.1 General. Where application is made for construction as described in this section, the owner or the registered design professional in responsible charge acting as the owner's agent shall employ one or more special inspectors to provide inspections during construction on the types of work listed under Section 1704. The special inspector shall be qualified in accordance with Table 1704.1. These inspections are in addition to the inspections specified in Section 109.
(Effective January 1, 2007)
*Add new Table 1704.1 'Minimum Special Inspector Qualifications'
See pages 15 through 17.
(Effective January 1, 2007)
*Revise exception #2 to Section 1704.1 'General' to read as follows:
1704.1 General.
Exception # 2:
Special inspections are not required for buildings unless the design involves the practice of professional engineering or architecture as defined by applicable state statutes and regulations governing the professional registrations and certification of engineers or architects, unless specifically exempted in other sections of this code.
(Effective January 1, 2007)
CHAPTER 18
SOILS AND FOUNDATIONS
SECTION 1802
FOUNDATION AND SOILS INVESTIGATIONS
*Delete exception to Section 1802.2 'Where required.'
(Effective January 1, 2007)
SECTION 1803
EXCAVATION, GRADING AND FILL
*Revise the second sentence of Section 1803.2 'Placement of backfill' to read as follows:
1803.2 Placement of backfill.
(First sentence left unchanged.)
...low strength material (CLSM). The backfill shall be placed in lifts not to exceed 12 inches (305 mm) and compacted, in a manner that does not damage the foundation, waterproofing, dampproofing material, or interior and exterior finishes.
(exception left unchanged.)
(Effective January 1, 2007)
*Add new Section 1803.7 'Excavation greater than 10 feet (3048 mm)' as follows:
1803.7 Excavation greater than 10 feet (3048 mm). When an excavation extends more than 10 feet (3048 mm) below the established curb grade nearest the point of excavation under consideration, the one causing the excavation to be made, if given the necessary license to enter the adjoining premises, shall provide at his own expense one of the following:
1. Underpinning and protection required by that part of the excavation which extends to a depth greater than 10 feet (3048 mm) below the established curb grade nearest the point of excavation under consideration, whether or not the existing footings or foundations extend to the depth of 10 feet (3048 mm) or more below curb grade, or,
2. Shoring and bracing of the sides of the excavation required to prevent any soil movement into the excavation. If permanent lateral support is provided, the method used must satisfy requirements of the building official.
(Effective January 1, 2007)
SECTION 1808
PIER AND PILE FOUNDATIONS
*In Section 1808.1 'Definitions,' revise definition of 'Pier Foundations' by changing "12 times" to "10 times."
(Effective January 1, 2007)
SECTION 1812
PIER FOUNDATIONS
*Revise Section 1812.2 'Lateral dimensions and height' to read as follows:
1812.2 Lateral dimensions and height. The minimum horizontal dimension of isolated piers used as foundations shall be 16 inches (406 mm), and the height shall not exceed 10 times the least horizontal dimension.
(Effective January 1, 2007)
CHAPTER 19
CONCRETE
SECTION 1901
GENERAL
*Revise Item #10 of Section 1901.4 'Construction documents' to read as follows:
1901.4 Construction documents.
Item #10:
Stressing sequence for posttensioning tendons for members where the stressing sequence is necessary to properly erect an unconventional structure.
(Effective January 1, 2007)
SECTION 1905
CONCRETE QUALITY, MIXING AND PLACING
*Revise Section 1905.6.1'Qualified technicians' to read as follows:
1905.6.1 Qualified technicians. Concrete shall be tested in accordance with the requirements in Sections 1905.6.2 through 1905.6.5. Qualified field testing technicians from an approved agency per Table 1704.1 shall perform tests on fresh concrete at the job site, prepare specimens required for curing under field conditions, prepare specimens required for testing in the laboratory and record the temperature of the fresh concrete when preparing specimens for strength tests. Qualified laboratory technicians from an approved agency per Table 1704.1 shall perform all required laboratory tests.
(Effective January 1, 2007)
CHAPTER 21
MASONRY
SECTION 2109
EMPIRICAL DESIGN OF MASONRY
*Revise second sentence of Section 2109.6.3.2 'Bonding with prefabricated joint reinforcement' to read as follows:
2109.6.3.2 Bonding with prefabricated joint reinforcement.
(First sentence left unchanged)
...of wall area. The vertical spacing of the joint reinforcing shall not exceed 16 inches (406 mm).
(Remainder of section left unchanged.)
(Effective January 1, 2007)
CHAPTER 29
PLUMBING SYSTEMS
SECTION 2902
MINIMUM PLUMBING FACILITIES
*Delete the requirements for "service sinks" from Table [P]2902.1 'Minimum Number of Required Plumbing Fixturesª' without substitution.
(Effective January 1, 2007)
*Revise Section 2902.4.1 'Location of toilet facilities in occupancies other than covered malls' by revising Exception as follows:
Exception: The location and maximum travel distances to required employee toilet facilities in factory, storage, and industrial occupancies are permitted to exceed that required by this section, provided that the location and maximum travel distance are approved.
(Effective January 1, 2007)
CHAPTER 30
ELEVATORS AND CONVEYING SYSTEMS
SECTION 3006
MACHINE ROOMS
*Revise Section 3006.5 'Shunt trip' to read as follows:
3006.5 Shunt trip. Where elevator hoistways or elevator machine rooms containing elevator control equipment are protected with automatic sprinklers, a means installed in accordance with NFPA 72, Section 3-9.4, Elevator Shutdown, shall be provided to disconnect automatically the main line power supply to the affected elevator prior to the application of water. If the means is located in the affected elevator machine room, it shall be in a water resistant enclosure. This means shall not be self-resetting. The activation of sprinklers outside the hoistway or machine room shall not disconnect the main line power supply. Machine rooms having a two hour fire separation from the building and provided with smoke detection interconnected to the building fire alarm system are not required to be sprinklered.
(Effective January 1, 2007)
CHAPTER 33
SAFEGUARDS DURING CONSTRUCTION
SECTION 3305
SANITARY
*Revise Section 3305.1 'Facilities required' to read as follows:
3305.1 Facilities required. Sanitary facilities shall be provided during construction, remodeling or demolition activities.
(Effective January 1, 2007)
CHAPTER 34
EXISTING STRUCTURES
SECTION 3403
ADDITIONS, ALTERATIONS OR REPAIRS
*Revise Section 3403.1 'Existing buildings or structures' to add at end as follows:
3403.1 Existing buildings or structures.
(Beginning of section left unchanged.)
...a new structure. The extent to which the existing system shall be made to conform to the requirements of the State Minimum Standard Codes for new construction shall be as follows unless otherwise required by this section:
1. When the estimated cost of the new work is less than fifty percent (50%) of the replacement cost of the existing system or building, the new work shall be brought in to conformance with the requirements of the State Minimum Standard Codes for new construction.
2. When the estimated cost of the new work is equal to or greater than fifty percent (50%) of the replacement cost of the existing system or building, the entire system or building shall be made to conform to the requirements of the State Minimum Standard Codes for new construction.
3. For essential service facilities Occupancy Category IV type buildings as defined by Table 1604.5, when the estimated cost of the new work is equal to or greater than thirty percent (30%) of the replacement cost of the existing system, the entire system shall be made to conform to the requirements of the State Minimum Standard Codes for new construction.
(Effective January 1, 2007)
[EB] SECTION 3410
COMPLIANCE ALTERNATIVES
*Delete [EB] Section 3410 'Compliance Alternatives' without substitution.
(Effective January 1, 2007)
CHAPTER 35
REFERENCED STANDARDS
*Revise Chapter 35 'Referenced Standards' to add as follows:
| ACEC/G | American Council of Engineering Companies of Georgia Peachtree Center, Harris Tower, Suite 700 233 Peachtree Street Atlanta, GA 30303 |
| Standard reference number | Title | Referenced in code section number |
ACEC/SEAOG Georgia Special Inspections Guidelines...............................1701.4, GA Amendments
SI GL 01-03/16/2006 (Available for download at: http://acecga.org/)
| ANSI | American National Standards Institute 25 West 43rd Street, Fourth Floor New York, NY 10036 |
| Standard reference number | Title | Referenced in code section number |
99A-01 American National Standard for Exterior
Insulation and Finish Systems (EIFS)...............................1404.11, GA Amendments
| ASME | American Society of Mechanical Engineers Three Park Avenue New York, NY 10016-5990 |
| Standard reference number | Title | Referenced in code section number |
A17.1-04 Safety Code for Elevators and Escalators with
A17.1a-2004 addenda and A17.1S Supplement...................707.14.2, GA Amendments
| ASTM | ASTM International 100 Barr Harbor Drive West Conshohocken, PA 19428-2859 |
| Standard reference number | Title | Referenced in code section number |
C 1397-05 Standard Practice for Application of Class
PB Exterior Insulation and Finish Systems.........................1404.11, GA Amendments
C 1535-05 Standard Practice for Application of Exterior
Insulation and Finish Systems Class PI.............................1404.11, GA Amendments
E 2273--03 Standard Test Method for Determining the
Drainage Efficiency of Exterior Insulation and
Finish Systems (EIFS) Clad Wall Assemblies......................1404.11, GA Amendments
(Effective January 1, 2007)
End of Amendments.
| TABLE 1704.1 MINIMUM SPECIAL INSPECTOR QUALIFICATIONS | |||||
| Category of Testing and Inspection | Minimum Qualifications (refer to key at end of Table) | ||||
| Shop Inspection | Field Inspection/ Review | Review Submittals | Review Testing, Certification, & Lab Reports | ||
| 1704.2 Inspection of Fabricators | |||||
| Pre-cast Concrete | A, C, D, E | ||||
| Structural Steel Construction | C, F, G | ||||
| Wood Construction | A | ||||
| Cold Formed Metal Construction | A | ||||
| 1704.3 & 1707.2 Steel Construction | |||||
| Welding | C, F, G | C, F, G | A | A, B | |
| High Strength Bolting, Inspection of Steel Frame Joint Details | A, C | A | A, B | ||
| 1704.4 & 1708.3 Concrete Construction | |||||
| Reinforcing Placement, Cast-in-Place Bolts, Pre-stressing Steel installation, Concrete and Shotcrete Placement and curing operations | A, C, H, I | ||||
| Erection of pre-cast concrete members | A, C, H | ||||
| Concrete Field Testing | A, I, J, H, C | ||||
| Review certified mill reports and design mixes | A | ||||
| Review use of Required Design Mix | A, I, J, H, C | ||||
| Pre-stressed (pre-tensioned) concrete force application | A, C, E | ||||
| Post-tensioned concrete force application | A, C, D | ||||
| Review of in-situ concrete strength, prior to stressing post-tensioned concrete | A | ||||
| Reinforcing steel weldability, reinforcing welding, weld filler material | C, F, G | ||||
| 1704.5 & 1708.1 Masonry | |||||
| Review f'm prior to construction | A | ||||
| Mortar joint construction, grout protection and placement, materials proportion, type/size/location of reinforcement, structural elements, anchorage, and connectors | A, C, K, L | ||||
| Sampling/Testing of Grout/Mortar specimens | A, C, (J + M) | ||||
| Observe preparation of masonry prisms for testing of compressive strength of masonry, f'm | A, C, K, L | ||||
| Inspection of welding of reinforcing steel | C, F, G | ||||
| 1704.7 & 1803 Soils | |||||
| Observe Site Preparation and Fill Placement with Testing of Compaction for compliance with the Geotechnical Report for the project | A, I | ||||
| Observe and Test Bearing Materials below Shallow Foundations for ability to achieve design bearing capacity | A, N | ||||
| Review Compaction Testing for compliance with the Geotechnical Report for the project | A | ||||
| 1704.8, 1704.9 & 1808 Pile and Pier Foundations | |||||
| Observe Installation | A, N | ||||
| Observe Load Tests | A | ||||
| 1704.10 Sprayed Fire-Resistant Materials | |||||
| Observe surface conditions, application, average thickness and density of applied material, and cohesive/adhesive bond | A, C | ||||
| 1704.11 Mastic and intumescent fire-resistant coatings | |||||
| Observe application compliance with AWCI 12-B | A, C | ||||
| 1704.12 Exterior Insulation and Finish Systems | |||||
| Inspect EIFS Systems | A, B, C, O | ||||
| 1704.13 Special Cases | |||||
| Work of unusual or special nature | A, B, O | ||||
| [F]1704.14 Smoke Control | See Requirements of IBC Section [F]1704.14.2. | ||||
| 1705, 1707 & 1708 Seismic and Wind Resistance | |||||
| Periodic inspection of fabrication, installation and/or anchorage of building systems and components | A | ||||
KEY:
A. Georgia Professional Engineer (GA PE) competent in the specific task area or graduate of accredited engineering/engineering technology program under the direct supervision of a GA PE.
B. Georgia Registered Architect (GA RA) or graduate of accredited architecture/architecture technology program under the direction of a GA RA.
C. International Code Council (ICC) Special Inspector Certification specific to the particular material and testing methodology applicable to each Category of Testing and Inspection listed in the table.
D. Post-tensioning Institute (PTI) Certification.
E. Pre-stressed Concrete Institute (PCI) Certified Inspector.
F. American Welding Society (AWS) Certified Welding Inspector (CWI) or AWS Certified Associate Welding Inspector working under the direct on-site supervision of a CWI.
G. American Society for Nondestructive Testing (ASNT) Level II certification or a Level III certification if previously certified as Level II in the particular material and testing methodology applicable to each Category of Testing and Inspection listed in the table.
H. American Concrete Institute (ACI) Concrete Construction Special Inspector.
I. National Institute for Certification of Engineering Technicians (NICET) Level II or III certification specific to the particular material and testing methodology applicable to each Category of Testing and Inspection listed in the table.
J. ACI Concrete Field Testing Technician with Grade 1 certification.
K. Georgia Concrete and Product Association (GC&PA) - Masonry Association of Georgia (MAG) Masonry Construction Inspector Certification.
L. National Concrete Masonry Association (NCMA) Concrete Masonry Testing Procedures certification.
M. GC&PA - MAG Masonry Testing Technician certification.
N. NICET Certified Engineering Technologist (CT).
O. Other Qualified Special Inspector as approved by the Building Official.
Notes:
The minimum qualifications shown are either one or the other per category (not all) unless otherwise stated.
Materials testing shall be done by an Approved Testing Agency meeting the requirements of IBC Section 1703 and ASTM E 329.
The Building Official is authorized to approve Special Inspectors who have documented relevant experience and are progressing towards achieving the minimum qualifications noted above prior to January 1, 2008.
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GEORGIA STATE MINIMUM STANDARD
ENERGY CODE
(INTERNATIONAL ENERGY CONSERVATION CODE
WITH GEORGIA STATE SUPPLEMENTS AND AMENDMENTS)
The INTERNATIONAL ENERGY CONSERVATION CODE, 2000 Edition, published by the International Code Council, when used in conjunction with these Georgia State Supplements and Amendments and the Georgia State Supplements and Amendments adopted effective January 1 of 2003, 2005 and 2006, shall constitute the official Georgia State Minimum Standard Energy Code.
GEORGIA STATE SUPPLEMENTS AND AMENDMENTS
SCOPE:
Each chapter of these Georgia State Supplements and Amendments corresponds with a chapter of the International Energy Conservation Code (IECC).
Chapter 1: Administration and Enforcement.
Chapter 2: Definitions.
Chapter 3: Design Conditions. 'The criteria of this chapter establish the design conditions for use with Chapters 4, 5, 6 and 8.'
Chapter 4: Residential Building Design by Systems Analysis and Design of Buildings Utilizing Renewable Energy Sources. 'This chapter establishes design criteria in terms of total energy use by a residential building, including all of its systems.' (One method by which to achieve compliance for low-rise residential construction.)
Chapter 5: Residential Building Design by Component1 Performance Approach. 'Residential buildings or portions thereof that enclose conditioned space shall be constructed to meet the requirements of this chapter.' (One method by which to achieve compliance for low-rise residential construction.)This chapter offers the use of 'trade-offs,' whereby values between building components may be substituted or traded-off for compliance. A properly completed Georgia Trade-Off Worksheet2 or the use of appropriate computer software (REScheck3) may be used to validate any trade-off.
Chapter 6: Simplified Prescriptive Requirements for Residential Buildings, Type A-1 and A-2. 'This chapter sets forth energy-efficiency-related requirements for the design and construction of Type A-1 and A-2 residential buildings.' (One method by which to achieve compliance for low-rise residential construction.)
Chapter 7: Building Design for All Commercial Buildings. Commercial buildings [except those that comply with Chapter 8, Design by Acceptable Practice for Commercial Buildings; the Single Step Compliance for Simple Commercial Buildings; or appropriate computer software (COMcheck3)] shall meet the requirements of ANSI/ASHRAE/IESNA Standard 90.1-2004. (One method by which to achieve compliance for commercial and high-rise residential construction.)
Chapter 8: Design by Acceptable Practice for Commercial Buildings. 'The requirements contained in this chapter are applicable to commercial buildings, or portions of commercial buildings.' (One method by which to achieve compliance for commercial and high-rise residential construction.)
Chapter 9: Referenced Standards.
Appendix A.
Appendix B. Provides additional prescriptive methods by which to achieve compliance, simple methods and forms to assist in compliance calculations, and illustrations to assist in the understanding of compliance requirements.
Individual structures should follow a single compliance method and not a combination of compliance methods. The 'basic requirements' of the International Energy Conservation Code (IECC) apply to all compliance methods.
Where these Georgia State Supplements and Amendments conflict with either the International Energy Conservation Code (IECC)or ANSI/ASHRAE/IESNA Standard 90.1-2004, these Georgia State Supplements and Amendments shall take precedence.
Air infiltration accounts for substantial heat loss, heat gain and moisture migration in a building. Proper sealing around all doors, windows and other envelope penetrations through the walls, ceiling and foundation is as important to code compliance as are proper insulation R-values and component U-values.
It is not the intention of this code to abridge safety or health. Where the International Energy Conservation Code (IECC) and these Georgia State Supplements and Amendments conflict with other mandatory State Minimum Standard Codes, the International Energy Conservation Code (IECC) and these Georgia State Supplements and Amendments shall be enforced as written provided safety, health or environmental requirements of other mandatory State Minimum Standard Codes are not abridged.
CODE REFERENCE:
Replace all references to ANSI/ASHRAE/IESNA 90.1-1999 and ANSI/ASHRAE/IESNA 90.1-2001 with references to ANSI/ASHRAE/IESNA 90.1-2004.
APPENDICES:
Appendices are not enforceable unless they are specifically referenced in the body of the code or adopted by the Department of Community Affairs or the authority having jurisdiction.
1. 'Component' refers to a particular element of a building, such as a ceiling, an exterior wall, a floor, etc.
2. For the 'Georgia Trade-Off Worksheet,' see Appendix B.
3. REScheck and COMcheck are computer programs developed by Pacific Northwest National Laboratories for the U.S. Department of Energy (D.O.E.) to assist in demonstration of compliance with the International Energy Conservation Code (IECC). They can be obtained from the D.O.E. by calling (800) 270-CODE (2633) or free of charge online at www.energycodes.gov.
*Revise the International Energy Conservation Code, 2000 Edition, as follows:
GEORGIA STATE SUPPLEMENTS AND AMENDMENTS
*Delete Table 701 'Minimum Thermal Component Requirements' of the Georgia State Supplements and Amendments revised January 1 of 2003 and 2005 in its entirety without substitution.
(Effective January 1, 2007)
End of Supplements and Amendments.
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GEORGIA STATE MINIMUM STANDARD FIRE CODE
(INTERNATIONAL FIRE CODE WITH GEORGIA STATE
AMENDMENTS)
The INTERNATIONAL FIRE CODE, 2006 Edition, published by the International Code Council, when used in conjunction with these Georgia State Amendments, shall constitute the official Georgia State Minimum Standard Fire Code.
GEORGIA STATE AMENDMENTS
CODE REFERENCE:
(a) Replace all references to the ICC Electrical Code with references to the Georgia State Minimum Standard Electrical Code (National Electrical Code with Georgia State Amendments).
(b) Replace all references to the International Energy Conservation Code (IECC) with references to the Georgia State Minimum Standard Energy Code (IECC with Georgia State Amendments). The Georgia State Minimum Standard Energy Code Buildings shall be used for efficiency and coefficient of performance ratings of equipment.
SCOPE:
The Georgia State Minimum Standard Fire Code establishes regulations affecting or relating to structures, processes and premises and safeguards from the hazards of fire and explosion arising from the storage, handling or use of structures, materials or devices; from conditions hazardous to life, property or public welfare in the occupancy of structures or premises; and from fire hazards in the structure or on the premise from occupancy or operation. It also applies to the construction, extension, repair, alteration or removal of fire suppression and alarm systems.
APPENDICES:
Appendices are not enforceable unless they are specifically referenced in the body of the code or adopted by the Department of Community Affairs or the authority having jurisdiction.
*Revise the International Fire Code, 2006 Edition, as follows:
CHAPTER 1
ADMINISTRATION
SECTION 101
GENERAL
*Delete paragraph 101.1 in its entirety and insert in its place the following:
101.1 Title. The INTERNATIONAL FIRE CODE, 2006 edition, published by the International Code Council, when used in conjunction with these Georgia Amendments, shall be known as a Georgia State Minimum Standard Code, hereinafter referred to as "this code."
(Effective January 1, 2007)
*Delete paragraph 101.3 in its entirety and substitute in its place the following:
101.3 Purpose and intent. The primary purpose of this Code, as adopted, is to provide, along with other adopted codes and standards, for the reasonable minimum protection of life and property from the hazards created by fire, smoke, explosion, or panic created from a fear of fire or smoke. It is intended that the purposes of this Code be accomplished by:
(1) Coordinating application and enforcement of its provisions with those of other applicable laws, rules, regulations, codes, and standards; and
(2) By coordinating the application of its provisions where possible with educational programs or efforts designed to bring about changes in high risk attitudes and behaviors that are the root causes of most fire related problems in Georgia; and
(3) By encouraging or requiring informational and awareness programs designed to make the citizens of Georgia aware of their responsibilities for compliance with this Code as well as the other Rules and Regulations of the Safety Fire Commissioner. The intent of this Code is to establish the minimum requirements consistent with nationally recognized good practice for providing a reasonable level of life safety and property protection from the hazards of fire, explosion or dangerous conditions in new and existing buildings, structures and premises and to provide safety to fire fighters and emergency responders during emergency operations.
(Effective January 1, 2007)
SECTION 102
APPLICABILITY
*Add an exception to paragraph 102.1. to read as follows:
Exception:
This Code does not apply to one- and two-family dwellings or one- and two-family row houses (townhouses) separated by a 2-hour fire wall containing not more than three dwelling units per structure.
(Effective January 1, 2007)
*Add an exception to paragraph 102.2. to read as follows:
Exception:
This Code does not apply to one- and two-family dwellings or one- and two-family row houses (townhouses) separated by a 2-hour fire wall containing not more than three dwelling units per structure.
(Effective January 1, 2007)
*Delete paragraph 102.3 in its entirety and substitute in its place the following:
102.3 Change of use or occupancy. No change shall be made in use or occupancy of any building or structure that would place the structure in a different division of the same group or occupancy or in a different group of occupancies, unless such structure is made to comply with the requirements of this Code, as may be applicable, as well as those of the International Building Code (IBC), as adopted by Department of Community Affairs. Pursuant to O.C.G.A. 25-2-14, due to a change of use or occupancy of a building or structure the building or structure shall be treated as a proposed (new) building. (Refer to 103.3 of this Code regarding the requirements applicable to proposed (new) buildings and structures.)
(Effective January 1, 2007)
*Delete paragraph 102.4 in its entirety and substitute in its place the following:
102.4 Application of the building code. The design and construction of proposed (new) buildings and structures shall comply with the International Building Code (IBC), as modified and adopted by the Georgia Department of Community Affairs. Repairs, alterations, additions, changes in use or occupancy classification, or changes in buildings or structures required by provisions the IFC, and which are within the scope of the IBC, shall be made in accordance with the IBC, for purposes of the Rules and Regulations of the Georgia Safety Fire Commissioner.
(Effective January 1, 2007)
*Delete paragraph 102.5 in its entirety and insert in its place the following:
102.5 Historic Buildings. Refer to 102.1 and 102.2 regarding the application of this Code to existing buildings. Except to the extent required by applicable laws of Georgia, the provisions of this Code are not mandatory for buildings or structures identified and classified by the state, or as appropriate, a local jurisdiction, as historic buildings when such buildings or structures are judged by the fire code official to be safe and in the public interest of health, safety and welfare. When evaluating the safety of historic buildings the fire code official should consult O.C.G.A. Section 8-2-3, 'Uniform Act for the Application of Building and Fire Related Codes to Existing Buildings', the provisions of O.C.G.A. Sections 25-2-13(b)(3) & 25-2-13(b)(4), and NFPA Standard 914, Code for Fire Protection of Historic Structures, as adopted by Chapter 120-3-3, Rules and Regulations of the Safety Fire Commissioner as a recommended practice.
(Effective January 1, 2007)
*Delete paragraph 102.6 in its entirety and substitute in its place the following paragraphs:
102.6 Referenced codes and standards. Where the provisions of this Code or the standards referenced thereby and in Chapter 45 of this Code do not apply to the specific subjects, situations or conditions encountered that involve risks to life and property from the hazards of fire, panic from fear of fire or smoke, or related hazards, compliance with the applicable chapters of the Rules and Regulations of the Safety Fire Commissioner shall be evidence of compliance with this Code.
(Effective January 1, 2007)
*Add a new paragraph 102.10 to Section 102 to read as follows:
102.10
| CODES REFERENCE GUIDE | ||
| Area | Primary | Supplement |
| Occupancy Classification | LSC | IBC |
| Building Construction Types Including allowable height, allowable building areas, and the requirements for sprinkler protection related to minimum building construction types. | IBC | LSC |
| Means of Egress | LSC | NONE |
| Standpipes | IBC | IFC |
| Interior Finish | LSC | NONE |
| HVAC Systems | IMC | NONE |
| Vertical Openings | LSC | NONE |
| Sprinkler Systems minimum construction standard | LSC | NONE |
| Fire Alarm Systems | LSC | NONE |
| Smoke Alarms and Smoke Detection Systems | State Statute and LSC | NONE |
| Portable Fire Extinguishers | IFC | NONE |
| Cooking Equipment | LSC and NFPA 96 | NONE |
| Fuel Fired Appliances | IFGC | NFPA 54 |
| Liquid Petroleum Gas | NFPA 58 | NFPA 54 or IFGC |
| Compressed Natural Gas | NFPA 52 | NONE |
Coordination of provisions. This Code shall apply to all buildings, structures and facilities as provided in subsections 102.1 and 102.2, and shall be utilized in conjunction with codes and standards specified in Table 102.10entitled, CODES REFERENCE GUIDE.
(Effective January 1, 2007)
*Add a new paragraph 102.11 to read as follows:
102.11 Liability. The fire code official, officer or employee charged with the enforcement of this code, while acting for the jurisdiction, shall not thereby be rendered liable personally, and is hereby relieved from all personal liability for any damage accruing to persons or property as a result of an act required or permitted in the discharge of official duties.
(Effective January 1, 2007)
102.11.1 Legal defense. Any suit instituted against any officer or employee because of an act performed by that officer or employee in the lawful discharge of duties and under the provisions of this code shall be defended by the legal representative of the jurisdiction until the final termination of the proceedings. The fire code official or any subordinate shall not be liable for costs in an action, suit or proceeding that is instituted in pursuance of the provisions of this code; and any officer of the department of fire prevention, acting in good faith and without malice, shall be free from liability for acts performed under any of its provisions or by reason of any act or omission in the performance of official duties in connection therewith.
(Effective January 1, 2007)
SECTION 103
DEPARTMENT OF FIRE PREVENTION
*Delete Section 103 in its entirety and substitute in its place the following.
SECTION 103
GENERAL PROVISIONS FOR EXISTING AND PROPOSED
(NEW) BUILDINGS
*Add a new subsection 103.1 to read as follows:
103.1 General Provisions. The administration, enforcement and penalty provisions of O.C.G.A. Title 25, Chapter 2, and the administrative provisions of the various chapters of the Rules and Regulations of the Safety Fire Commissioner shall apply to and regulate the application and enforcement of this Code by the Safety Fire Division of the Office of the Safety Fire Commissioner.
Note: Nothing herein shall be construed as prohibiting any local jurisdiction from adopting the deleted portions of Chapter 1 of this Code for local purposes, provided, however, local amendments shall not be less restrictive than this Code, and other codes and standards as adopted by the various chapters of the Rules and Regulations of the Safety Fire Commissioner.
(Effective January 1, 2007)
103.1.1 The provisions of O.C.G.A. Title 25, Chapter 2, and other applicable state laws, and the applicable provisions of various chapters of the Rules and Regulations of the Safety Fire Commissioner regarding the requirements for certificates, licenses, permits, plan reviews, inspections, approvals, fees, etc. shall apply and are in addition to any requirements of local jurisdictions. Local authorities having jurisdiction need to be consulted to determine if rules and regulations of the local jurisdiction regarding the requirements for local certificates, licenses, permits, plan reviews, inspections, approvals, fees, etc. also apply.
(Effective January 1, 2007)
103.1.1.1 The administrative, operational, and maintenance provisions of this Code, with regard to the Safety Fire Division of the Office of the Georgia Safety Fire Commissioner, shall be limited to the scope and intents and purposes of the Official Code of Georgia Annotated (O.C.G.A.) Title 25, Chapter 2, and the Commissioner's Rules and Regulations.
(Effective January 1, 2007)
103.1.1.1.1 Pursuant to O.C.G.A. 25-2-13(d), every person who owns or controls the use of any building, part of a building, or structure described in O.C.G.A 25-2-13(b)(1), which because of floor area, height, location, use or intended use as a gathering place for large groups, or use or intended use by or for the aged, the ill, the incompetent, or the imprisoned, constitutes a special hazard to property or to the life and safety on account of fire or panic from fear of fire, must so construct, equip, maintain, and use such building or structure as to afford every reasonable and practical precaution and protection against injury from such hazards. No person who owns or controls the use or occupancy of such a building or structure shall permit the use of the premises so controlled for any such specially hazardous use unless he has provided such precautions against damage to property or injury to persons by these hazards as are found and determined by the Commissioner in the manner described in O.C.G.A. 25-2-13(d) to be reasonable and practical.
(Effective January 1, 2007)
*Add a new subsection 103.2 to read as follows:
103.2 Existing buildings. Every building and structure existing as of April 1, 1968, which building or structure is listed in paragraph (1) of subsection (b) of O.C.G.A 25-2-13 shall comply with the minimum fire safety standards in the Rules and Regulations of the Safety Fire Commissioner promulgated pursuant to O.C.G.A. 25-2 which were in effect at the time such building or structure was constructed.
Exception #1: Any nonconformance noted under the electrical standards adopted at the time such building or structure was constructed shall be corrected in accordance with the current electrical standards adopted pursuant to O.C.G.A. 25-2.
Exception #2: A less restrictive provision contained in any subsequently adopted minimum fire safety standard pursuant to O.C.G.A. 25-2, may be applied to any existing building or structure.
(Effective January 1, 2007)
103.2.1 Existing buildings to be deemed a proposed building. For the purposes of O.C.G.A. 25-2-14(b), any existing building or structure listed in paragraph (1) of subsection (b) of O.C.G.A. 25-2-13 and which comes under the jurisdiction of the Office of the Safety Fire Commissioner, pursuant to O.C.G.A. 25-2-14(b), shall be deemed to be a proposed (new) building in the event such building or structure is subject to substantial renovation, a fire or other hazard of serious consequence, or a change in the classification of occupancy. The term "substantial renovation", for purposes of this subsection means any construction project involving exits or internal features of such building or structure costing more than the building's or structure's assessed value according to county tax records at the time of such renovation (O.C.G.A. 25-2-14). Where a change of classification is involved, also refer to 102.3 of this Code.
(Effective January 1, 2007)
*Add a new 103.3 to read as follows:
103.3 Proposed (new) buildings and additions to existing buildings:
1. Pursuant to O.C.G.A. 25-2-14.1(b), every proposed building and structure listed in paragraph (1) of subsection (b) of O.C.G.A. 25-2-13 shall comply with the adopted minimum fire safety standards that were in effect on the date that plans and specifications therefore were received by the state fire marshal, the proper local fire marshal, or state inspector for review and approval.
2.Plans and specifications for all proposed buildings which come under classification in paragraph (1) of subsection (b) of O.C.G.A. 25-2-13 and which come under the jurisdiction of the Office of the Safety Fire Commissioner pursuant to O.C.G.A. 25-2-12 shall be submitted to and receive approval by either the state fire marshal, the proper local fire marshal, or state inspector before any state, municipal, or county building permit may be issued or construction started (O.C.G.A. 25-2-14(a)). All such plans and specifications submitted as required by O.C.G.A. 25-2-14(a) shall be accompanied by a fee in the amount provided in O.C.G.A. 25-2-4.1 and shall bear the seal and Georgia registration number of the drafting architect or engineer or shall otherwise have the approval of the Commissioner.
3. Pursuant to O.C.G.A. 25-2-37(a), it shall be unlawful for any person to begin construction on any proposed building or structure which comes under the classification in paragraph (1) of subsection (b) of O.C.G.A 25-2-13 and which comes under the jurisdiction of the Office of the Safety Fire Commissioner pursuant to O.C.G.A. 25-2-12 without first having plans approved in accordance with O.C.G.A. 25-2-14.
(Effective January 1, 2007)
*Add a new 103.4 to read as follows:
103.4 Proposed building construction and completion. Pursuant to O.O.G.A. 25-2-14(b), a complete set of plans and specifications approved as set forth in 103.3 shall be maintained on the construction site, and construction shall proceed in compliance with the state minimum fire safety standards under which such plans and specifications were approved. The owner of any such building or structure or his authorized representative shall notify the state fire marshal, the proper local fire marshal, or state inspector upon completion of approximately 80 percent of the construction thereof and shall apply for a certificate of occupancy when construction of such building or structure is completed.
(Effective January 1, 2007)
*Add a new 103.5 to read as follows:
103.5 Certificate of occupancy required. Pursuant to O.C.G.A. 25-2-14(c), every building or structure which comes under classification in paragraph (1) of subsection (b) of O.C.G.A. 25-2-13 and which comes under the jurisdiction of the Office of the Safety Fire Commissioner pursuant to O.C.G.A. 25-2-12 shall have a certificate of occupancy issued by the state fire marshal, the proper local fire marshal, or state inspector before such building or structure may be occupied. Such certificates of occupancy shall be issued for each business establishment within the building, shall carry a charge in the amount provided in O.C.G.A. 25-2-4.1, shall state the occupant load for such business establishment or building, shall be posted in a prominent location within such business establishment or building, and shall run for the life of the building, except as provided in O.C.G.A. 25-2-14(d). (See 103.2.1 of the IFC, as adopted by the Rules and Regulations of the Safety Fire Commissioner.)
(Effective January 1, 2007)
SECTION 105
PERMITS
The provisions of Section 105, PERMITS, are not adopted for purposes of the Rules and Regulations of the Safety Fire Commissioner. Local governing authorities may adopt the provisions for local purposes. Refer to 102.10.2 with regard to permits required by the Rules and Regulations of the Safety Fire Commissioner.
(Effective January 1, 2007)
SECTION 107
MAINTENANCE
*Delete Section 107.6 in its entirety and substitute in its place the following:
107.6 Overcrowding and Life Safety Hazards. Overcrowding or admittance of any person beyond the approved capacity of a building or a portion thereof shall not be allowed. The fire code official, upon finding any overcrowding conditions or obstructions in aisles, passageways or other means of egress, or upon finding any condition which constitutes a life safety hazard, shall be authorized to cause the event to be stopped until such condition or obstruction is corrected. A structure, building, individual room or designated portion thereof shall be deemed to be overcrowded if the number of occupants exceeds one person per 5 sq. ft of open net floor area of such room or space when fixed seating is not provided. In addition, a structure, building, room or designated portion thereof shall also be deemed overcrowded if the total number of occupants exceeds the exit capacity of the structure, building, room or area involved.
(Effective January 1, 2007)
SECTION 108
BOARD OF APPEALS
The provisions of Section 108, BOARD OF APPEALS, are not adopted for purposes of the Rules and Regulations of the Safety Fire Commissioner. Local governing authorities may adopt the provisions for local purposes.
(Effective January 1, 2007)
SECTION 109
VIOLATIONS
*Delete paragraph 109.3 in its entirety and substitute in its place the following:
109.3 Violation penalties. Persons who shall violate a provision of this code or shall fail to comply with any of the requirements thereof or who shall erect, install, alter, repair or do work in violation of the approved construction documents or directive of the fire code official, or of a permit or certificate used under provisions of this code, shall be guilty of violation of Code Section 25-2-37 of the Official Code of Georgia Annotated. Each day that a violation continues after due notice has been served shall be deemed a separate offense.
(Effective January 1, 2007)
109.3.1 Abatement of violation. In addition to the imposition of the penalties herein described, the fire code official is authorized to institute appropriate action to prevent unlawful construction or to restrain, correct or abate a violation; or to prevent illegal occupancy of a structure or premises; or to stop an illegal act, conduct of business or occupancy of a structure on or about any premises.
(Effective January 1, 2007)
CHAPTER 2
DEFINITIONS
SECTION 201
GENERAL
*Delete paragraph 201.3 in its entirety and substitute in its place the following:
201.3 Terms defined in other codes. Where terms are not defined in this Code and are defined in the International Building Code (IBC),the International Fuel Gas Code (IFC), the International Mechanical Code (IMC), or codes and standards of the National Fire Protection Association (NFPA), as adopted by the Rules and Regulations of the Safety Fire Commissioner, such terms shall have the meanings ascribed to them as in those codes and standards.
(Effective January 1, 2007)
SECTION 202
GENERAL DEFINITIONS
*Add the following definitions to Section 202:
Day-care Center - A day-care facility subject to licensure or commission by the Department of Human Resources where more than 12 clients receive care.
(Effective January 1, 2007)
Group Day-care Home - A day-care facility subject to licensure or commission by the Department of Human Resources where at least seven but not more than 12 clients receive care.
(Effective January 1, 2007)
Personal Care Home/Assisted Living Facility - Any building or part thereof that is used for the lodging or boarding of seven or more residents, not related by blood or marriage to the owners or operators, for the purpose of providing personal care services.
(Effective January 1, 2007)
Residential Occupancies. Occupancies, as specified in the scope of this standard, include the following, as defined in Chapter 2 of this Code, or the IBC,or by State law, or by the Rules and Regulations of the Georgia Safety Fire Commissioner:
(1) Apartment buildings, (2) Lodging and rooming houses, (3) Board and care facilities, (4) Hotels, motels, and dormitories, (5) Personal care homes and assisted living facilities, (6) Day-care centers and group day-care homes.
(Effective January 1, 2007)
CHAPTER 3
GENERAL PRECAUTIONS AGAINST FIRE
SECTION 303
ASPHALT KETTLES
*Delete paragraph 303.5 in its entirety and substitute in its place the following:
303.5 Fire Extinguishers. There shall be at least one portable fire extinguisher complying with Section 906 and with a minimum 2-A:40-B:C rating within 25 feet (7620 mm) of each asphalt(tar) kettle during the period such kettle is being utilized, and a minimum of one additional portable fire extinguisher with a minimum 3-A: 40-B: C rating on the roof being covered.
(Effective January 1, 2007)
SECTION 308
OPEN FLAMES
*Add new exceptions 4, 5, 6, 7 and 8 to paragraph 308.3.7 to read as follows:
Exception #4:
In Group A public assembly occupancies having an occupant load greater than 300, a minimum ceiling height of 25 feet and that are protected throughout by an approved, supervised automatic sprinkler system installed in accordance with NFPA 13, as adopted by the Rules and Regulations of the Safety Fire Commissioner, pyrotechnic special effect devices shall be permitted to be used on stages before proximate audiences for ceremonial or religious purposes, as part of a demonstration in exhibits, or as part of a performance, provided that precautions satisfactory to the authority having jurisdiction are taken to prevent ignition of any combustible material and use of the pyrotechnic device complies with NFPA 1126, Standard for the Use of Pyrotechnics before a Proximate Audience, as adopted by the Rules and Regulations of the Safety Fire Commissioner. The ceiling height may be lowered to a minimum of 15 feet upon approval of the authority having jurisdiction having witnessed a demonstration shot of all types of devices being used in the display.
Exception #5:
In Group A public assembly occupancies having an occupant load greater than 300, a minimum ceiling height of 25 feet and that are protected throughout by an approved, supervised automatic sprinkler system installed in accordance with NFPA 13, as adopted by the Rules and Regulations of the Safety Fire Commissioner, flame effects before an audience shall be permitted in accordance with NFPA 160, Standard for Flame Effects Before an Audience, as adopted by the Rules and Regulations of the Safety Fire Commissioner. The ceiling height may be lowered to a minimum of 15 feet upon approval of the authority having jurisdiction having witnessed a demonstration of all types of devices being used in the display.
Exception #6: On stages and platforms as a necessary part of a performance in public assembly occupancies having an occupant load greater than 300, a minimum ceiling height of 25 feet and that are protected throughout by an approved, supervised automatic sprinkler system installed in accordance with NFPA 13, as adopted by the Rules and Regulations of the Safety Fire Commissioner. The ceiling height may be lowered to a minimum of 15 feet upon approval of the authority having jurisdiction having witnessed a demonstration of all types of devices being used in the display.
Exception #7: In Group A public assembly occupancies having an occupant load greater than 100 with fixed seating, a minimum ceiling height of 25 feet and that have a minimum of two certified fire fighters on site with proper fire fighting equipment as determined by the local fire official, pyrotechnic special effect devices shall be permitted to be used on stages before proximate audiences for ceremonial or religious purposes, as part of a demonstration in exhibits,or as part of a performance, provided that precautions satisfactory to the authority having jurisdiction are taken to prevent ignition ofany combustible material and use of the pyrotechnic device complies with NFPA 1126, Standard for the Use of Pyrotechnics before a Proximate Audience, as adopted by the Rules and Regulations of the Safety Fire Commissioner. The ceiling height may be lowered to a minimum of 15 feet upon approval of the authority having jurisdiction having witnessed a demonstration shot of all types of devices being used in the display.
Exception #8: In public assembly occupancies having an occupant load greater than 100 with fixed seating, a minimum ceiling height of 25 feet and that have a minimum of two certified fire fighters on site with proper fire fighting equipment as determined by the local fire official, flame effects before an audience shall be permitted in accordance with NFPA 160, Standard for Flame Effects Before an Audience, as adopted by the Rules and Regulations of the Safety Fire Commissioner. The ceiling height may be lowered to a minimum of 15 feet upon approval of the authority having jurisdiction having witnessed a demonstration of all types of devices being used in the display.
(Effective January 1, 2007)
SECTION 310
SMOKING
*Delete paragraph 310.1 in its entirety and substitute in its place the following:
310.1 General. The smoking or carrying of a lighted pipe, cigar, cigarette or any other type of smoking paraphernalia or material is prohibited in buildings, structures, or areas, or portions of buildings, structures, or areas, as indicated is this section, or any other section of this Code or in any other code or standard, as adopted the Rules and Regulations of the Safety Fire Commissioner.
(Effective January 1, 2007)
*Add a new Section 316 to read as follows:
SECTION 316
LABORATORIES
316.1 General. Laboratories in which chemicals are used shall comply with NFPA 45, as adopted by the Rules and Regulations of the Safety Fire Commissioner.
Exception: Laboratories in I-2 (healthcare) occupancies and in medical and dental offices, which shall comply with NFPA 99, as adopted by the Rules and Regulations of the Safety Fire Commissioner.
(Effective January 1, 2007)
CHAPTER 4
EMERGENCY PLANNING AND PREPAREDNESS
SECTION 406
EMPLOYEE TRAINING AND RESPONSE PROCEDURES
*Add an exception to paragraph 406.2 to read as follows:
Exception Child care-giver training. A minimum of five hours initial fire safety training and recommendation for receipt of a certificate of merit for successful completion of the training shall be required for all directors, operators and all staff members of day-care centers and group day-care homes. The curriculum for the fire safety training shall receive written approval by the State Fire Marshal's Office and be taught by an instructor registered with the Safety Fire Commissioner's Office. All staff members shall receive this training within 90 days from receipt of a license, being commissioned or the opening of a new center or home. Any new staff member shall receive a minimum of five hours initial fire safety training and recommendation for receipt of a certificate of merit for successful completion of the training within 90 days of employment. In addition, a minimum of two hours fire safety refresher training recommendation for receipt of a certificate of merit for successful completion of the training shall be required for all directors, operators and all staff members of day-care centers and group day-care homes every three years from the date initial training is received. The curriculum for the fire safety refresher training shall receive written approval by the State Fire Marshal's Office and be taught by an instructor registered with the Safety Fire Commissioner's Office.
(Effective January 1, 2007)
SECTION 408
USE AND OCCUPANCY-RELATED REQUIREMENTS
*Add new paragraphs 408.2.3 and 408.2.3.1 to read as follows:
408.2.3 Crowd Managers. Assembly occupancies having occupant loads of 100 or more shall be provided with a minimum of one trained crowd manager or crowd manager supervisor. Where the occupant load exceeds 250, additional trained crowd managers or crowd manager supervisors shall be provided at a ratio of 1:250, crowd manager/supervisor to occupants, respectively, unless otherwise permitted by the following:
1. This requirement shall not apply to assembly occupancies used exclusively for religious worship with an occupant load not exceeding 2000.
2. With the exception of assembly occupancies noted above where alcoholic beverages are consumed, the ratio of trained crowd managers to occupants shall be permitted to be reduced where, in the opinion of the authority having jurisdiction, the existence of an approved, supervised sprinkler system and the nature of the event warrant.
(Effective January 1, 2007)
408.2.3.1 The crowd manager shall receive approved training in crowd management techniques.
(Effective January 1, 2007)
*Revise Section 408.5.5 'Resident participation' to add an exception as follows:
408.5.5 Resident participation.
Exception: Actual exiting from windows shall not be required. Where a drill scenario includes the escape from windows, opening the window and signaling for assistance shall be acceptable.
(Effective January 1, 2007)
CHAPTER 5
FIRE SERVICE FEATURES
SECTION 501
GENERAL
*Add a new paragraph 501.5 to read as follows:
501.5 Where buildings or facilities fall under the jurisdiction of the Georgia Safety Fire Commissioner as set forth in the Official Code of Georgia Annotated (O.C.G.A.), Title 25, Chapter 2, except for State owned facilities, it is intended that the provisions of Chapter 5 that primarily relate to fire department response, access to facilities, access to building interiors, key boxes, premises identification, fire department connection locations, and fire hydrant locations be administered by the local Fire Chief and / or Fire Code Official responsible for providing fire or other emergency response to the buildings or facilities. With regard to State owned facilities, that are not provided with a facility fire department, it is intended that the local Fire Chief and/or Fire Code Official have input in the planning of facilities with regard to the noted provisions covered by Chapter 5.
(Effective January 1, 2007)
SECTION 503
FIRE APPARATUS ACCESS ROADS
*Delete paragraph 503.1.1 in its entirety and substitute in its place the following:
503.1.1 Buildings and facilities. Approved fire apparatus access roads shall be provided for every facility, building or portion of a building hereafter constructed or moved into or within the jurisdiction as determined by the local Fire Chief and/or Fire Code Official of the responding fire department or agency. The fire apparatus access road shall comply with the requirements of this section and shall extend to within 150 feet (45.7 m) of all portions of the facility or any portion of the exterior wall of the first story of the building as measured by an approved route around the exterior of the building or facility.
Exception: The local Fire Chief and/or Fire Code Official of the responding fire department or agency is authorized to increase the dimension of 150 feet (45.7 m) where:
1. The building is equipped throughout with an approved automatic sprinkler system installed in accordance with Section 903.3.1.1, 903.3.1.2 or 903.3.1.3.
2. Fire apparatus access roads cannot be installed because of location on property, topography, waterways, nonnegotiable grades or other similar conditions, and an approved alternative means of fire protection is provided.
3. There are not more than two Group R-3 or Group U occupancies.
(Effective January 1, 2007)
SECTION 504
ACCESS TO BUILDING OPENINGS AND ROOFS
*Add a new paragraph 504.1.1 to read as follows:
504.1.1 Access Doors. For fire fighting purposes, there shall be at least one access door in each 100 linear feet (30.5 m) or major fraction thereof of the exterior walls which face the access roadways required by Section 503, unless otherwise required in this code section. In exterior walls designed with continuous rolling dock doors, which face access roadways, there shall be at least one access door in each 200 linear feet (61 m) or fraction thereof. Required access doors shall be a minimum of 3 feet (0.9 m) wide and 6 feet 8 inches (2 m) high and shall be accessible without use of a ladder. Rolling doors are acceptable for such purposes in buildings protected throughout by an approved automatic sprinkler system(s) unless otherwise approved for unsprinklered buildings by the local Fire Chief and/or Fire Code Official.
(Effective January 1, 2007)
SECTION 508
FIRE PROTECTION WATER SUPPLIES
*Delete paragraph 508.5.1 in its entirety and substitute in its place the following:
508.5.1 Where required. Where a portion of the facility or building hereafter constructed or moved into or within the jurisdiction is more than 500 feet (152 m) from a hydrant on a fire apparatus access road, as measured by an approved route around the exterior of the facility or building, on-site fire hydrants and mains shall be provided where required by the local Fire Chief and/or Fire Code Official of the responding fire department or agency.
Exceptions:
1. For group R-3 and Group U occupancies, the distance requirement shall be 600 feet (183 m).
2. For buildings equipped throughout with an approved automatic sprinkler system installed in accordance with Section 903.3.1.1 or 903.3.1.2, the distance requirement shall be 600 feet (183 m).
(Effective January 1, 2007)
CHAPTER 6
BUILDING SERVICES AND SYSTEMS
SECTION 601
GENERAL
*Add a new paragraph 601.3 to read as follows:
601.3 Where reference is made in this Code to the International Electrical Code, it shall be construed as referencing NFPA 70, National Electrical Code (NEC) as adopted by Chapter 120-3-3, Rules and Regulations of the Safety Fire Commissioner.
(Effective January 1, 2007)
SECTION 603
FUEL-FIRED APPLIANCES
*Delete paragraph 603.1.4 in its entirety and substitute in its place the following:
603.1.4 Fuel Oil. The grade of fuel oil used in a burner shall be that for which the burner is approved and as stipulated by the manufacturer. The use of crankcase oil or any other oil containing gasoline shall not be used except as permitted in NFPA 31, Standard for the Installation of Oil-Burning Equipment, as adopted by Chapter 120-3-11, Rules and Regulations of the Safety Fire Commissioner.
(Effective January 1, 2007)
*Delete 603.4 in its entirety and substitute in its place the following (603.4.1 remains unchanged):
603.4 Portable heaters. Portable liquefied petroleum gas, or liquid fuel fired space heating devices designed to be portable are prohibited in all portions of occupancies in Groups A, E, I, R-1, R-2, R-3 and R-4.
Exceptions:
1. In emergency conditions, when approved by the authority having jurisdiction, equipment designed to be portable may be used for a specified time provided such equipment is properly protected and separated from combustibles as specified by the manufacturer's instructions and the authority having jurisdiction.
2. Listed and approved unvented fuel-fired heaters in one- and two-family dwellings.
(Effective January 1, 2007)
SECTION 605
ELECTRICAL EQUIPMENT, WIRING AND HAZARDS
*Delete paragraph 605.10 in its entirety and substitute in its place the following (Paragraphs 605.10.1 through 605.10.4 remain unchanged)
(Effective January 1, 2007)
605.10 Portable, electric space heaters. Portable, electric space heaters shall be prohibited in all portions of occupancies in Groups A, E, R-1, R-2, and R-4. Where permitted, portable electric space heaters shall comply with Sections 605.10.1 through 605.10.4.
(Effective January 1, 2007)
*Add a new paragraph 605.11 to read as follows:
605.11 Separation from Transformers. Space separation for transformers shall be as follows:
1. Transformer pad locations shall be a minimum of 10 feet (3 m) from any building, building overhangs, canopies, exterior walls, balconies, exterior stairs and/or walkways connected to the building.
2. Transformer pad edges shall be not less than 14 feet (4.3 m) from any doorway.
3. Transformer pad edges shall be not less than 10 feet (3 m) from any window or other opening.
4. If the building has an overhang, the 10 foot (3 m) clearance shall be measured from a point below the edge of the overhang only if the building is three stories or less. If the building is four stories or more, the 10 foot (3 m) clearance shall be measured from the outside building wall.
5. Fire escapes, outside stairs, and covered walkways attached to or between buildings, shall be considered as part of the building.
Exception # 1:
For (1), transformer pads may be located closer to noncombustible walls than the above required minimum clearances upon written approval of the authority having jurisdiction, however, in no case shall the transformer location be less then 3 feet (0.9 m) from the building.
Exception # 2:
Transformer pads existing prior to December 31, 1994, are exempted from this requirement. When buildings are modified, reductions in space separations may be less than the above required minimum clearances upon written approval of the authority having jurisdiction.
(Effective January 1, 2007)
SECTION 609
COMMERCIAL KITCHEN HOODS
*Delete paragraph 609.1 in its entirety and substitute in its place the following:
609.1 General. Commercial kitchen exhaust hoods and residential cooking appliances in commercial and public buildings shall comply with the requirements of NFPA 96, Standard for Ventilation Control and Fire Protection of Commercial Cooking Operations, as adopted by Chapter 120-3-3 of the Rules and Regulations of the Safety Fire Commissioner.
(Effective January 1, 2007)
*Delete paragraph 609.2 in its entirety and substitute in its place the following:
609.2 Where required. A commercial hood complying with NFPA 96 shall be installed at or above all commercial cooking appliances and domestic cooking appliances used for commercial purposes that produce grease laden vapors.
Exception: Except as provided for in the scoping provisions subsection 1.1.4 of NFPA 96.
(Effective January 1, 2007)
CHAPTER 7
FIRE-RESISTANCE-RATED CONSTRUCTION
SECTION 703
FIRE-RESISTANCE-RATED CONSTRUCTION
*Add a new paragraph 703.5to read as follows:
703.5 Barrier Identification. All fire and/or smoke barriers or walls shall be effectively and permanently identified with signs or stenciling above a decorative ceiling and/or in concealed spaces with letters a minimum of 2 inches (51 mm) high on a contrasting background spaced a maximum of 12 feet (3.7 m) on center with a minimum of one per wall or barrier. The hourly rating shall be included on all rated barriers or walls. Suggested wording '(__) Hour Fire and Smoke Barrier-Protect All Openings.'
Exception: Existing stenciling acceptable to the authority having jurisdiction.
(Effective January 1, 2007)
SECTION 704
FLOOR OPENINGS AND SHAFTS
*Delete 704.1 in its entirety and substitute in its place the following:
704.1 Enclosures. The provisions of NFPA 101, Life Safety Code, as adopted by Chapter 120-3-3 of the Rules and Regulations of the Safety Fire Commissioner, shall govern the enclosure requirements of vertical shafts, including but not limited to stairways and service and utility shafts. (Refer to Table 102.10, CODES REFERENCE GUIDE)
(Effective January 1, 2007)
*Delete 704.2 in its entirety and substitute in its place the following:
704.2 Opening protectives. The provisions of NFPA 101, Life Safety Code, as adopted by Chapter 120-3-3 of the Rules and Regulations of the Safety Fire Commissioner, shall govern the protection of openings in fire rated enclosures and barriers, including the self-closing or automatic closing of opening protectives.
(Effective January 1, 2007)
CHAPTER 8
INTERIOR FINISH, DECORATIVE MATERIALS AND
FURNISHINGS
SECTION 801
GENERAL
*Delete Sections 801 through 804 in their entirety and substitute in their place the following:
SECTION 801 GENERAL, 801.1 Scope. The provisions of NFPA 101, Life Safety Code, as adopted by Chapter 120-3-3 of the Rules and Regulations of the Safety Fire Commissioner, shall govern interior finish and interior trim, in proposed (new) and existing buildings. Sections 805, 806, 807, and 808 of this Code shall govern decorative vegetation, decorative materials other than decorative vegetation, and furniture and furnishings in proposed (new) and existing buildings. (Refer to Table 102.10, CODES REFERENCE GUIDE)
(Effective January 1, 2007)
CHAPTER 9
FIRE PROTECTION SYSTEMS
SECTION 901
GENERAL
*Delete paragraph 901.4.2 in its entirety and substitute in its place the following:
901.4.2 Provisions in excess of the minimum Code requirements shall, as a minimum, be installed to meet the provisions of the currently adopted code(s) and/or standard(s) which may be applicable to the provision at the time of its installation. Any non-required fire protection system which is added onto, or interconnected with, any required fire protection system (of a similar type), shall be designed, installed, and maintained in accordance with the provisions of the currently adopted code(s) and/or standard(s) which may be applicable to the provision at the time of its installation.
Exceptions:
1. Other installations not conforming with the provisions of the currently adopted code(s) and/or standard(s) applicable to the provision at the time of its installation if such installations are reported and filed with the local responding fire department and the authority having jurisdiction. In addition, such systems shall be identified as required by the authority having jurisdiction.
2. Non-required systems designed, reviewed, installed and approved in accordance with local codes and/or ordinances.
(Effective January 1, 2007)
*Add a new paragraph 901.6.3 to read as follows:
901.6.3 Automatic sprinkler systems, standpipe systems, and other water based fire extinguishing systems, including fire pumps, required or installed, shall be maintained in accordance with NFPA 25, Standard for the Inspection, Testing, and Maintenance of Water-Based Fire Protection Systems, adopted by Chapter 120-3-3, Rules and Regulations of the Safety Fire Commissioner. A certificate of inspection, as specified by NFPA Standard 25, shall be retained on file at the facility and shall be made available to the Fire Code Official upon request for review for a period of at least three years.
(Effective January 1, 2007)
*Delete paragraph 901.7.2 and substitute in its place the following:
Tag Required.
(a) A tag shall be used to indicate that a system, or portion thereof, has been removed from service.
(b) For water based fire protection systems the tagging provisions of NFPA 25, Standard for the Inspection, Testing, and Maintenance of Water-Based Fire Protection Systems, as adopted by Chapter 120-3-3 of the Rules and Regulations of the Safety Fire Commissioner shall apply.
(Effective January 1, 2007)
SECTION 903
AUTOMATIC SPRINKLER SYSTEMS
*Delete paragraph 903.2 in its entirety and substitute in its place the following:
903.2 Where required. (a) Approved automatic sprinkler systems for proposed (new) and existing buildings and structures shall be installed as required by the applicable provisions of NFPA 101, Life Safety Code, as adopted by Chapter 120-3-3 of the Rules and Regulations of the Safety Fire Commissioner, provided, however, the International Building Code shall govern the requirements for sprinkler protection that is related to minimum building construction types. In addition, automatic sprinkler systems may be required by other NFPA standards adopted by Chapter 120-3-3 Rules and Regulations of the Safety Fire Commissioner. (Refer to Table 102.10, CODES REFERENCE GUIDE).
Exception: Spaces or areas in telecommunications buildings used exclusively for telecommunications equipment, associated electrical power distribution equipment, batteries and standby engines, provided those spaces or areas are equipped throughout with a supervised automatic fire alarm system, and are separated from the remainder of the building by fire barriers consisting of walls and floor / ceiling assemblies having a fire resistance rating of not less than 2-hours.
Note: NFPA 76, Recommended Practice for the Fire Protection of Telecommunications Facilities, should be consulted. Refer to the edition adopted as a recommended practice by Chapter 120-3-3 of the Rules and Regulations of the Safety Fire Commissioner.
(Effective January 1, 2007)
*Add a new paragraph 903.2.1 to read as follows:
903.2.1 Basic design and installation requirements. The requirements for the installation, design, and testing of automatic sprinkler systems shall be, as applicable by, NFPA 13, Standard for the Installation of Sprinkler Systems, NFPA 13D, Standard for the Installation of Sprinkler Systems in One- and Two-Family Dwellings and Manufactured Homes, or NFPA 13R, Standard for the Installation of Sprinkler Systems in Residential Occupancies up to and Including Four Stories in Height, as adopted and modified by Chapter 120-3-3, Rules and Regulations of the Safety Fire Commissioner.
(Effective January 1, 2007)
SECTION 904
ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING
SYSTEMS
* Delete paragraph 904.2.1 in its entirety and substitute in its place the following:
904.2.1 Commercial hood and duct systems. Each required commercial kitchen exhaust hood and duct system required by Section 610 to have a commercial hood complying with NFPA 96 shall be protected with an approved automatic fire-extinguishing system installed in accordance with this code.
(Effective January 1, 2007)
*Delete paragraph 904.11 in its entirety and substitute in its place the following paragraphs:
904.11 Fire Protection for Cooking Operations.
904.11.1 The requirements for, as well as the design, installation, protection, and maintenance of cooking equipment, shall be as required by NFPA 101, Life Safety Code and NFPA 96, Standard for the Ventilation Control and Fire Protection of Commercial Cooking Operations, as adopted by Chapter 120-3-3, Rules and Regulations of the Safety Fire Commissioner. (Refer to Table 102.10, CODES REFERENCE GUIDE)
(Effective January 1, 2007)
904.11.2 Fire suppression systems approved for the protection of commercial cooking equipment shall be designed, installed, tested, and maintained in accordance with the applicable standards adopted in Chapter 120-3-3, Rules and Regulations of the Safety Fire Commissioner.
(Effective January 1, 2007)
SECTION 905
STANDPIPE SYSTEMS
*Delete paragraph 905.1 in its entirety and substitute in its place the following:
905.1 General. The State's minimum requirements for standpipe systems shall be as required by the Code and the International Building Code. Standpipe systems shall be designed, installed and tested in accordance with NFPA Standard 14, Standard for the Installation of Standpipe, Private Hydrant, and Hose Systems, as adopted by Chapter 120-3-3 of the Rules and Regulations of the Safety Fire Commissioner. (Refer to Table 102.10, CODES REFERENCE GUIDE)
(Effective January 1, 2007)
SECTION 906
PORTABLE FIRE EXTINGUISHERS
*Delete paragraph 906.1 in its entirety and substitute in its place the following:
906.1 Portable Fire Extinguishers - General. Portable fire extinguishers shall be installed in all buildings, structures, and facilities falling under this Code and O.C.G.A. 25-2. For any other building, structure, facility, condition or special hazard, portable fire extinguishers shall be provided as may be required by this Code in Table 906.1,or by various codes and standards adopted by Chapter 120-3-3 of the Rules and Regulations of the Safety Fire Commissioner. (Refer to Table 102.10, CODES REFERENCE GUIDE)
(Effective January 1, 2007)
*Delete paragraph 906.2 in its entirety and substitute in its place the following:
906.2 General requirements. The selection, distribution, installation, and maintenance of portable fire extinguishers that are required or installed shall be in accordance with NFPA Standard 10, Standard for Portable Fire Extinguishers, as adopted by Chapter 120-3-3, Rules and Regulations of the Safety Fire Commissioner.
Exceptions:
1. The maximum travel distance to reach an extinguisher shall not apply to the spectator seating portions of Group A-5 assembly occupancies.
2. Thirty-day inspections shall not be required and maintenance shall be allowed to be once every three years for dry-chemical or halogenated agent portable fire extinguishers that are supervised by a listed and approved electronic monitoring device, provided that all of the following conditions are met:
2.1. Electronic monitoring shall confirm that extinguishers are properly positioned, properly charged and unobstructed.
2.2. Loss of power or circuit continuity to the electronic monitoring device shall initiate a trouble signal.
2.3. The extinguishers shall be installed inside of a building or cabinet in a noncorrosive environment.
2.4. Electronic monitoring devices and supervisory circuits shall be tested every three years when extinguisher maintenance is performed.
2.5. A written log of required hydrostatic test dates for extinguishers shall be maintained by the owner to ensure that hydrostatic tests are conducted at the frequency required by NFPA 10.
3. In Group E occupancies, in lieu of locating fire extinguishers in corridors and normal paths of travel as specified in NFPA 10, Standard for Portable Fire Extinguishers, fire extinguishers may be located in rooms that open directly onto such corridors and pathways provided all of the following are met:
(a) The room in which such extinguishers are placed are located in close proximity to that portion of the corridor where a fire extinguisher would otherwise be placed in accordance with NFPA 10, Standard for Portable Fire Extinguishers;
(b) A sign which states in white letters at least one inch in height on a red background, 'FIRE EXTINGUISHER LOCATED IN THIS ROOM,' is placed on the corridor wall immediately adjacent to the entrance way of each such room so that it can be clearly seen at all times;
(c) The rooms in which such extinguishers are placed shall be constantly supervised during school hours; and
(d) Those rooms cannot be subject to being locked at any time the building is occupied.
(Effective January 1, 2007)
*Delete paragraph 906.9 in its entirety and substitute in its place the following:
906.9 Height above floor. Portable fire extinguishers having a gross weight not exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 54 inches and not less than 48inches above the floor. Hand-held portable fire extinguishers having a gross weight exceeding 40 pounds (18 kg) shall be installed so that its top is not more than 3.5 feet (1067 mm) above the floor. The clearance between the floor and the bottom of installed hand-held extinguishers shall not be less than 4 inches (102 mm).
(Effective January 1, 2007)
SECTION 907
FIRE ALARM AND DETECTION SYSTEMS
*Delete paragraph 907.1 in its entirety and substitute in its place the following, while retaining existing subsections:
907.1 Fire Alarm Systems - General. The State's minimum requirements for fire alarm systems shall be as required by NFPA 101, Life Safety Code. Fire alarm systems shall be designed, installed, tested, and maintained in accordance with NFPA Standard 72, National Fire Alarm Code, as adopted by Chapter 120-3-3, Rules and Regulations of the Safety Fire Commissioner. (Refer toTable 102.10, CODES REFERENCE GUIDE)
(Effective January 1, 2007)
*Delete paragraphs 907.2 through 907.16 in their entirety and without substitution.
SECTION 909
SMOKE CONTROL SYSTEMS
* Delete 909.1 in its entirety and substitute in its place the following:
909.1 Scope and purpose. This section applies to mechanical or passive smoke control systems when they are required for proposed (new) buildings or portions thereof by provisions of the Life Safety Code (LSC) or this Code, as adopted by the Rules and Regulations of the Safety Fire Commissioner, or by provisions of the International Building Code (IBC), as adopted by the Department of Community Affairs.The purpose of this section is to establish minimum requirements for the design, installation, and acceptance testing of smoke control systems that are intended to provide a tenable environment for the evacuation or relocation of occupants. These provisions are not intended for the preservation of contents, the timely restoration of operations, or for assistance in fire suppression or overhaul activities. Smoke control systems regulated by this section serve a different purpose than the smoke- and heat- venting provisions found in Section 910. Mechanical smoke control systems shall not be considered exhaust systems under Chapter 5 of the International Mechanical Code (IMC).
(Effective January 1, 2007)
*Delete paragraph 909.2 in its entirety and substitute in its place the following:
909.2 General design requirements. Buildings, structures, or portions thereof required by provisions of the Life Safety Code (LSC) or this Code, as adopted by the Rules and Regulations of the Safety Fire Commissioner, or by provisions of the International Building Code, as adopted by the Department of Community Affairs, to have a smoke control system or systems shall have such systems designed in accordance with the applicable requirements of Section 909 of this Code and the generally accepted and well established principles of engineering relevant to the design. The construction documents shall include sufficient information and detail to describe adequately the elements of the design necessary for the proper implementation of the smoke control systems. These documents shall be accompanied with sufficient information and analysis to demonstrate compliance with these provisions.
(Effective January 1, 2007)
*Add a new paragraph 909.2.1 to read as follows:
909.2.1 Smoke Control. For the purposes of 909.2 the following publications shall be considered as providing the generally accepted and well established principles of engineering relevant to design of required smoke control systems to demonstrate compliance with these provisions.
(1) NFPA 92A, Standard for Smoke Control Systems Utilizing Barriers and Pressure Differences
(2) NFPA 92B, Standard for Smoke Management Systems in Malls, Atria, and Large Areas
(3) NFPA SPP-53, Smoke Control in Fire Safety Design
(4) ASHRAE/SFPE, Design of Smoke Management Systems
(5) ASHRAE, Guideline 5: Guideline for Commissioning Smoke Management Systems"
(6) NFPA 101, Life Safety Code (For non-mandatory guidance involving systems for existing detention and correction facilities refer to A.23.3.1.3 of the 2000 Edition)
(Effective January 1, 2007)
SECTION 914
FIRE PROTECTION BASED ON SPECIAL DETAILED
REQUIREMENTS OF USE AND OCCUPANCY
*Insert a new paragraph 914.7.3 to read as follows:
914.7.3 Limited Use Special Amusement Buildings: Special amusement buildings not open to the public in excess of 45 days shall be permitted, provided all of the following conditions are met:
1. Portable fire extinguishers with a minimum of a 2A:10B:C rating are placed at each activity or viewing station;
2. A smoke detection system is placed throughout the facility with a detector located at each activity or viewing station and located throughout corridors and halls not to exceed a spacing more than 15 feet (4.6 m) from a wall or more than 30 feet (9.1 m) on center;
3. Emergency lighting shall be provided which will cause illumination of the means of egress upon activation of the fire alarm, any required smoke detector, or upon loss of power;
4. Personnel dedicated for the sole purpose of providing a fire watch shall be stationed at each activity or viewing station. Such personnel shall be provided with a direct communication device for communication with all other stations throughout the facility. In addition such personnel shall be provided with appropriate training for the operation of portable fire extinguishing equipment;
5. Communication to the responding fire department of emergency dispatch center is available from the facility;
6. The facility shall be posted prohibiting smoking with smoking receptacles located a minimum of 15 feet (9.1 m) from the structure;
7. A fire tour is conducted throughout the structure every hour and documentation of the time the tour was conducted including the name of personnel conducting the fire tour is maintained. Such documentation shall be readily available to the code official upon request.
(Effective January 1, 2007)
CHAPTER 10
MEANS OF EGRESS
SECTION 1001
GENERAL
*Delete Sections 1001 through 1027 in their entirety and substitute in their place the following:
1001.1 General. Proposed (new) and existing buildings or portions thereof shall be provided with means of egress and related safeguards as set forth by NFPA 101, Life Safety Code, as adopted by Chapter 120-3-3 of the Rules and Regulations of the Safety Fire Commissioner. (Refer to Table 102.10, CODES REFERENCE GUIDE)
(Effective January 1, 2007)
*Add the following paragraph 1001.2 to read as follows:
1001.2 Overcrowding and Life Safety Hazard Prevention. Overcrowding or admittance of any person beyond the approved capacity of a building or a portion thereof shall not be allowed. It is the responsibility of the manager and the person in charge of a building, structure, or portion thereof not to allow an overcrowded condition or any condition which constitutes a life safety hazard to exist, and to take prompt action to remedy an overcrowded condition or life safety hazard when evidence of such a condition is noted, or when advised or ordered by the Fire Code Official or his/her representative. (Refer to Section 202 and to 107.6)
(Effective January 1, 2007)
*Delete paragraph 1028.1 in its entirety and substitute in its place the following:
1028.1 General. The means of egress and related safeguards for buildings and structures or portions thereof shall be maintained in accordance with this section and with the provisions of NFPA 101, Life Safety Code, as adopted by Chapter 120-3-3 of the Rules and Regulations of the Safety Fire Commissioner.
(Effective January 1, 2007)
*Delete paragraph 1028.4 in its entirety and substitute in its place the following:
1028.4 Exit signs, emergency lighting, and emergency power systems. Exit signs shall be properly maintained and shall be operable when a building or structure is occupied. Emergency lighting and emergency power for exit signs shall be maintained so as to be in a state of operational readiness at any time a building or structure is occupied. Emergency generators and power systems shall be tested and maintained as set forth by 604.3 of this Code.
(Effective January 1, 2007)
CHAPTER 11
AVIATION FACILITIES
SECTION 1103
GENERAL PRECAUTIONS
*Delete paragraph 1103.5 in its entirety and substitute in its place the following:
1103.5 Dispensing of flammable and combustible liquids. No dispensing, transfer or storage of flammable or combustible liquids shall be permitted inside any building or structure.
Exceptions:
1. As provided in Chapter 34 of this Code, provided the provisions are not less protective than the provisions of any applicable codes and standards adopted by the Rules and Regulations of the Safety Fire Commissioner.
2. When the procedures used follow the guidelines and requirements set forth in NFPA 410, Standard for Aircraft Maintenance.
(Effective January 1, 2007)
SECTION 1106
AIRCRAFT FUELING
*Delete paragraphs 1106.1 through 1106.21.1 in their entirety and substitute in their place a new paragraph 1106.1 to read as follows:
1106.1 Aircraft motor vehicle fuel-dispensing stations and Airport Fuel Systems. All aircraft motor vehicle fuel-dispensing stations and airport fuel systems shall be in accordance with Chapter 120-3-11 Rules and Regulations of the Safety Fire Commissioner entitled, 'Rules and Regulations for Flammable and Combustible Liquids.'
(Effective January 1, 2007)
SECTION 1107
HELISTOPS AND HELIPORTS
*Delete paragraph 1107.1 in its entirety and substitute in its place the following:
1107.1 General. Helistops and heliports shall be maintained in accordance with Section 1107. Helistops and heliports on buildings or structures shall be constructed in accordance with the IBC and the requirements set forth by NFPA 418, Standard for Heliports.
(Effective January 1, 2007)
CHAPTER 22
MOTOR FUEL-DISPENSING FACILITIES AND REPAIR
GARAGES
SECTION 2201
GENERAL
*Delete paragraphs 2201.1 through 2201.6 in their entirety and substitute in their place a new paragraph 2201.1 to read as follows:
2201.1 Scope. Automotive motor fuel-dispensing facilities, marine motor fuel-dispensing facilities, fleet vehicle motor fuel-dispensing facilities and repair garages shall be in accordance with Chapter 120-3-11 Rules and Regulations of the Safety Fire Commissioner entitled, 'Rules and Regulations for Flammable and Combustible Liquids'.
Exception: This chapter shall apply to hydrogen motor fuel-dispensing and generation facilities as specified in section 2209 and repair garages where referenced by subsection 406.6, entitled, 'Repair Garages,' of the International Building Code.
(Effective January 1, 2007)
SECTION 2203
LOCATION OF DISPENSING DEVICES
*Delete sections 2203 through 2208 and all other paragraphs there under and Section 2210 all other paragraphs there under in their entirety without substitution.
(Effective January 1, 2007)
CHAPTER 27
HAZARDOUS MATERIALS-GENERAL PROVISIONS
SECTION 2701
GENERAL
*Add two new exceptions to paragraph 2701.1 to read as follows:
Exception #1.
Storage, transportation, use, dispensing, mixing and handling of Flammable and Combustible Liquids as outlined in Chapter 120-3-11 Rules and Regulations of the Safety Fire Commissioner entitled, 'Rules and Regulations for Flammable and Combustible Liquids.'
Exception #2.
Storage, handling, and transportation of liquefied petroleum gas (LP-Gas) and the installation of LP-gas equipment pertinent to systems for such use as outlined Chapter 120-3-16 Rules and Regulations of the Safety Fire Commissioner entitled, 'Rules and Regulations for Liquefied Petroleum Gases.'
(Effective January 1, 2007)
SECTION 2703
GENERAL REQUIREMENTS
*In Table 2703.11.1, add superscript "k" to Oxidizers in the Material column and add the following footnote "k" to read as follows:
k. Group M occupancies with Class 2 and Class 3 oxidizers exceeding these quantities shall include fire protection in accordance with NFPA 430, Section 7-4.
(Effective January 1, 2007)
CHAPTER 33
EXPLOSIVES AND FIREWORKS
SECTION 3301
GENERAL
*Delete Sections 3301 through 3307 and all related paragraphs there under in their entirety and substitute in their place the following:
3301. Explosives and blasting. The provisions of Chapter 120-3-10 Rules and Regulations of the Safety Fire Commissioner entitled, 'Rules and Regulations for Explosives and Blasting Agents' shall govern the possession, manufacture, storage, handling, sale and use of explosives, explosive materials and small arms ammunitions.
(Effective January 1, 2007)
SECTION 3308
FIREWORKS DISPLAY
*Delete paragraph 3308.1 in its entirety and substitute in its place the following:
3308.1 GENERAL PROVISIONS. In addition to the requirements of this Section for the display of fireworks the provisions of O.C.G.A. Title 25, Chapter 2, and Chapter 120-3-22, Rules and Regulations of the Safety Fire Commissioner, shall apply. Where there may be a conflict between a provision of this Section and a provision of the above referenced law or regulation, the provision of the above referenced law or regulation shall apply. Nothing in this chapter shall be construed to prohibit the use of fireworks by railroads or other transportation agencies for the signal purposes or illumination, or the sale or use of blank cartridges for a show or theater, or for signal or ceremonial purposes in athletics or sports or for the use by military organizations.
(Effective January 1, 2007)
*Delete paragraph 3308.11 in its entirety and substitute in its place the following:
3308.11 Retail display and sale. (a) Fireworks as defined in the Official Code of Georgia (O.C.G.A.) Title 25, Chapter 10 in 25-10-1 (a)(1) shall not be made available for sale at retail or wholesale, except as provided in O.C.G.A. 25-10. (b) Non-explosive sparkling devices as defined in O.C.G.A. 25-10-1(b) are permitted for retail sales to the public, provided, however, it is unlawful for any such devices to be sold to any person under 18 years of age (O.C.G.A. 25-10-2(b)(1). In addition, it is unlawful to sell such items to any person by any means other than an in-person, face-to-face sale. Further, such person shall provide proper identification to the seller at the time of such purchase. The term 'proper identification' means any document issued by a governmental agency containing a description of the person, such person's photograph, or both, and giving such person's date of birth and includes without being limited to, a passport, military identification card, driver's license, or an identification card authorized under O.C.G.A. Sections 40-5-100 through 40-5-104. (c) In areas where devices are stored or displayed for retail sales, at least one pressurized-water type portable fire extinguisher complying with NFPA 10, as adopted by Chapter 120-3-3 of the Rules and Regulations of the Safety Fire Commissioner shall be located not more than 20 feet and not closer than 15 feet from the storage or display location. In addition,"NO SMOKING" signs complying with Section 310 shall be conspicuously posted in areas of such storage or display, unless in a building where smoking is clearly marked as prohibited.
(Effective January 1, 2007)
CHAPTER 34
FLAMMABLE AND COMBUSTIBLE LIQUIDS
SECTION 3401
GENERAL
*Add a new nonapplicability paragraph number 10 to paragraph 3401.2 to read as follows:
10. The storage, transportation, use, dispensing, mixing and handling of Flammable and Combustible Liquids as outlined in Chapter 120-3-11 Rules and Regulations of the Safety Fire Commissioner entitled, 'Rules and Regulations for Flammable and Combustible Liquids.'
(Effective January 1, 2007)
CHAPTER 38
LIQUEFIED PETROLEUM GASES
*Delete Sections 3801 through 3811 and all related paragraphs there under in their entirety and substitute in their place a new Section 3801 to read as follows:
SECTION 3801
GENERAL
3801.1 Scope. Storage, handling and transportation of liquefied petroleum gas (LP-gas) shall comply with NFPA 58. Properties of LP-gases shall be determined in accordance with Appendix B of NFPA 58. The design and construction of propane, butane, propylene, butylenes and other liquefied petroleum gas-distribution facilities shall conform to the applicable provisions of Sections 415.6.3.1 through 415.6.3.5.2 of the International Building Code. The design and installation of piping, equipment and systems that utilize liquefied petroleum gas shall be in accordance with Chapter 120-3-16 Rules and Regulations of the Safety Fire Commissioner entitled, 'Rules and Regulations for Liquefied Petroleum Gases.' Liquefied petroleum gas-distribution facilities shall be ventilated in accordance with the International Mechanical Code and Section 415.6.3.1. (Refer to Table 102.10, CODES REFERENCE GUIDE).
(Effective January 1, 2007)
CHAPTER 45
REFERENCED STANDARDS
Replace the ICC EC - 06 ICC Electrical Code reference with the Georgia State Minimum Standard Electrical Code (National Electrical Code). The following are the section numbers where such references exist:
603.1.3, 603.1.7, 603.5.2, 604.2.16.1, 604.2.16.2, 605.1, 605.3, 605.4, 605.9, 606.16, 904.3.1, 907.6, 909.11, 909.12.1, 909.16.3, 1106.3.4, 1204.2.3, Table 1304.1, 1404.7, 1503.2.1, 1503.2.1.1, 1503.2.1.4, 1503.2.5, 1504.6.1.2.2, 1504.9.4, 1604.5, 1703.2.1, 1803.7.1, 1803.7.2, 1803.7.3, 1903.4, 2004.1, 2201.5, 2205.4, 2208.8.1.2.4, 2209.2.3, 2211.3.1, 2211.8.1.2.4, 2403.12.6.1, 2404.15.7, 2606.4, 2703.7.3, 2703.8.7.1, 2703.9.4, 2704.7, 2705.1.5, 3003.7.6, 3003.8, 3003.16.11, 3003.16.14, 3203.7, 3203.7.2, 3403.1, Table 3403.1.1, 3403.1.3, 3404.2.8.12, 3404.2.8.17, 3406.2.8, 3503.1.5, 3503.1.5.1, 3606.5.5, 3606.5.6, 3704.2.2.8.
(Effective January 1, 2007)
Replace the NFPA Standard Reference numbers with the year edition with the same NFPA Standard Reference numbers and titles, however; each year edition shall be those as adopted by the Rules and Regulations of the Georgia Safety Fire Commissioner, Chapters 102-3-3, 120-3-10, 120-3-11 and 120-3-12. The following are the Standard Reference numbers and the section numbers where such references exist:
(Effective January 1, 2007)
National Fire Protection Association
Batterymarch Park
NFPA Quincy, MA 02269
| Standard reference number | Title | Referenced in code section number |
10 Portable Fire Extinguishers. . . . . . . . .. ..Table 901.6.1, 906.2, 906.3, Table 906.3(1), Table 906.3(2), 2106.3
11 Low-, Medium-, High-expansion Foam ... . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . ... 904.7, 3404.2.9.1.2
11A Medium- and High-expansion Foam Systems . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . 904.7, 3404.2.9.1.2
12 Carbon Dioxide Extinguishing Systems.. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . Table 901.6.1, 904.8, 904.11
12A Halon 1301 Fire Extinguishing Systems .. . . . . . . . . . . . . . . . . . .................. . . . . . . . Table 901.6.1, 904.9
13 Installation of Sprinkler Systems:...Table 704.1, 903.3.1.1, 903.3.2, 903.3.5.1.1, 903.3.5.2, 904.11, 905.3.4, 907.9, 2301.1, 2304.2, Table 2306.2, 2306.9, 2307.2, 2307.2.1, 2308.2.2, 2308.2.2.1, 2310.1, ..............................2501.1, 2804.1, 2806.5.7, 3404.3.3.9, Table 3404.3.6.3(7), 3404.3.7.5.1, 3404.3.8.4
13D Installation of Sprinkler Systems in One- and Two-family Dwellings and Manufactured Homes. 903.3.1.3, ...................................................................................903.3.5.1.1
13R Installation of Sprinkler Systems in Residential Occupancies up to and Including Four Stories in Height........................................................................903.3.1.2, 903.3.5.1.1, 903.3.5.1.2, 903.4
14 Installation of Standpipe and Hose Systems . . . . . . . . . .. . . . . . . . . . . . . . . . . . 905.2, 905.3.4, 905.4.2, 905.8
15 Water Spray Fixed Systems for Fire Protection . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . 3404.2.9.1.3
16 Installation of Foam-water Sprinkler and Foam-water Spray Systems . . . . . ... . . . . . . . . . . . ... 904.7, 904.11
17 Dry Chemical Extinguishing Systems . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . Table 901.6.1, 904.6, 904.11
17A Wet Chemical Extinguishing Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Table 901.6.1, 904.5, 904.11
20 Installation of Stationary Pumps for Fire Protection . . . ... . . . . . . . . . . . . . . . . . . . . . . . 913.1, 913.2, 913.5.1
22 Water Tanks for Private Fire Protection . . . . . . . . . . . . . . . ............................................... ... 508.2.2
24 Installation of Private Fire Service Mains and their Appurtenances . . . . . . . ... . . . . . . . . . . . . . 508.2.1, 909.5
25 Inspection, Testing and Maintenance of Water-based Fire Protection Systems . . . . . 508.5.3, Table 901.6.1,
...................904.7.1, 912.6, 913.5
30 Flammable and Combustible Liquids Code. .............403.6.2, 3403.6.2.1, 3404.2.7, 3404.2.7.1, 3404.2.7.2, 3404.2.7.3.6, 3404.2.7.4, 3404.2.7.6, 3404.2.7.7, 3404.2.7.8, 3404.2.7.9, 3404.2.9.2, 3404.2.9.3, 3404.2.9.5.1.1, 3404.2.9.5.1.2, 3404.2.9.5.1.3, 3404.2.9.5.1.4, 3404.2.9.5.1.5, 3404.2.9.5.2, 3404.2.9.6.4, 3404.2.10.2, 3404.2.11.4, 3404.2.11.5.2, 3404.2.12.1, 3404.3.1, 3404.3.6, 3404.3.7.2.3, 3404.3.7.5.1, ...................................................................3404.3.8.4, 3406.8.3
30A Code for Motor Fuel-dispensing Facilities and Repair Garages . . . 2201.4, 2201.5, 2201.6, 2206.6.3, 2210.1
30B Manufacture and Storage of Aerosol Products. . . . . 2801.1, 2803.1, 2804.1, Table 2804.3.1, Table 2804.3.2, Table 2804.3.2.2, 2804.4.1, 2804.5.2, 2804.6, Table 2806.2, 2806.2.3, 2806.3.2, Table 2806.4, ....................................................2806.5.1, 806.5.6, 2807.1
31 Installation of Oil-burning Equipment . . . . . . . . . . . . . .. . . . .....603.1.7, 603.3.1, 603.3.3
32 Dry Cleaning Plants . . . . . . . . . . . . . . . . . . . 1207.1, 1207.3
33 Spray Application Using Flammable or Combustible Materials . . . . . . .. . . . . . . . . . . . . . . . . . . . . . .1504.3.2
34 Dipping and Coating Processes Using Flammable or Combustible Liquids . . . . . .... .. ... 1505.3, 1505.4.1.1
35 Manufacture of Organic Coatings . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2001.3, 2005.4
40 Storage and Handling of Cellulose Nitrate Film. .. . . . .306.2
51 Design and Installation of Oxygen-fuel Gas Systems for Welding, Cutting and Allied Processes .. . 2601.5, ........................................................2607.1, 2609.1
51A Acetylene Cylinder Charging Plants . . . . . . . . . . . . . . 2608.1
52 Compressed Natural Gas (CNG) Vehicular Fuel System Code . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3001.1
55 Standard for the Storage, Use and Handling of Compressed Gases and Cryogenic Fluids in Portable and Stationery Containers Cylinders and Tanks................................. ....... 2209.2.1, 3201.1, 3501.1, 4001.1
57 Liquefied Natural Gas (LNG) Vehicular Fuel System Code . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3001.1
58 Liquefied Petroleum Gas Code . .. . . . . . 3801.1, 3803.1, 3803.2.1, 3803.2.1.2, 3803.2.1.7, 3803.2.2, 3804.1, ...............3804.3.1, 3804.4, 3806.2, 3806.3, 3807.2, 3808.1, 3808.2, 3809.11.2, 3811.3
59A Production, Storage and Handling of Liquefied Natural Gas (LNG) . . . . . . . . .... . . . . . . ... 3001.1, 3201.1
61 Prevention of Fires and Dust Explosions in Agricultural and Food Products Facilities . . .. . . . . Table 1304.1
69 Explosion Prevention Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . 911.1, 911.3, Table 1304.1
72 National Fire Alarm Code... 509.1, Table 901.6.1, 903.4.1, 904.3.5, 907.2, 907.2.1.1, 907.2.10, 907.2.10.4, 907.2.11.2, 907.2.11.3, 907.2.12.2.3, 907.2.12.3, 907.3, 907.5, 907.6, 907.10.2, 907.11, 907.15, 907.17,......................................907.18, 907.20, 907.20.2, 907.20.5
80 Fire Doors and Fire Windows . .. . . . . . . . . 703.2, 1008.1.3.3
85 Boiler and Combustion System Hazards Code . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . Table 1304.1
86 Ovens and Furnaces . . . . . . . . . . . . . . . . . . . . . . . . . . . 2101.1
92B Smoke Management Systems in Malls, Atria and Large Spaces . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 909.8
99 Health Care Facilities . . .......... . . . . . . . . . . . . . . . . . 3006.4
101 Life Safety Code. . . . . . . . . . . . . . . . . . . . . . . . . . ... 1025.6.2
110 Emergency and Standby Power Systems . . . . . . .. . . . . . . . . . . . . . . . . . 604.1, 604.3, 604.4, 913.5.2, 913.5.3
111 Stored Electrical Energy Emergency and Standby Power Systems. ............................ 604.1, 604.3, 604.4
120 Coal Preparation Plants . . . . . . . . . . . . . . . . . .Table 1304.1
160 Flame Effects Before an Audience......... . . . . . . . . . 308.3.6
211 Chimneys, Fireplaces, Vents and Solid Fuel-Burning Appliances . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 603.2
230 Fire Protection of Storage..... . . . . . . . . . . . . . . . . . . . . . . . . . ...... 2301.1, 2308.4, 2310.1, 2501.1, 3404.3.3.9
241 Safeguarding Construction, Alteration, and Demolition Operations . . . . . . . . . . . . . . . . . . . . . . . . . . . 1401.1
260 Methods of Tests and Classification System for Cigarette Ignition Resistance of Components of Upholstered Furniture..... . . . .... . . . . . . . ....... . . . . . . . . . . ..805.1.1.1, 805.2.1.1, 805.3.1.1
261 Method of Test for Determining Resistance of Mock-Up Upholstered Furniture Material Assemblies to Ignition by Smoldering Cigarettes............................... . . . 805.2.1.1, 805.3.1.1
265 Method of Fire Tests for Evaluating Room Fire Growth Contribution of Textile Wall Coverings in Full Height Panels and Walls . . . . . . . . . . . . .. . . . . 803.5.1, 803.5.1.1, 803.5.1.2
286 Standard Method of Fire Tests for Evaluating Contribution of Wall and Ceiling Interior Finish to Room Fire Growth . .......................................... . . . . 803.1, 803.1.2, 803.1.2.1, 803.5.1
303 Fire Protection Standard for Marinas and Boatyards. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .905.3.7
385 Tank Vehicles for Flammable and Combustible Liquids.... ................... . . . 3406.5.4.5, 3406.6, 3406.6.1
407 Aircraft Fuel Servicing .. . . . . . . . . . . . . . . . . 1106.2, 1106.3
409 Aircraft Hangars . . . . . . . . . . . . . . . . . . . . 914.8.2, 914.8.5
430 Storage of Liquid and Solid Oxidizers. . . . . . . . . . . 4004.1.4
484 Combustible Metals, Metal Powders, and Metal Dusts . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . Table 1304.1
490 Storage of Ammonium Nitrate . . . . . .. . . . . . . . . . 3301.1.5
495 Explosive Materials Code . . . . 911.1, 911.4, 3301.1.1, 3301.1.5, 3302.1, 3304.2, 3304.6.2, 3304.6.3, ..............................3304.7.1, 3305.1, 3306.1, 3306.5.2.1, 3306.5.2.3, 3307.1, 3307.9, 3307.11, 3307.15
498 Safe Havens and Interchange Lots for Vehicles Transporting Explosives. . . . . . . . . . . . . . . . . . . . . . 3301.1.2
505 Powered Industrial Trucks, Including Type Designations, Areas of Use, Maintenance, and Operation ........................................................................2703.7.3
654 Prevention of Fire and Dust Explosions from the Manufacturing, Processing and Handling of Combustible Particulate Solids . ........................ . . . . . . . . . . . . . . . Table 1304.1
655 Prevention of Sulfur Fires and Explosions .. . ..Table 1304.1
664 Prevention of Fires and Explosions in Wood Processing and Woodworking Facilities. .Table 1304.1, 1905.3
701 Methods of Fire Tests for Flame-propagation of Textiles and Films .............. 806.2, 807.1, 807.1.2, 807.2, .... 807.4.2.2, 1703.5
703 Fire Retardant Impregnated Wood and Fire Retardant Coatings for Building Materials . . . . . . . . . . . . . 803.4
704 Identification of the Hazards of Materials for Emergency Response . . . 606.7, 1802.1, 2404.2, 2703.2.2.1, .............................2703.2.2.2, 2703.5, 2703.10.2, 2705.1.10, 2705.2.1.1, 2705.4.4, 3203.4.1, 3404.2.3.2
750 Water Mist Fire Protection Systems . . . . . . . .Table 901.6.1
1122 Model Rocketry . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3301.1.4
1123 Fireworks Display . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3302.1, 3304.2, 3308.1, 3308.2.2, 3308.5, 3308.6
1124 Manufacture, Transportation, Storage, and Retail Sales of Fireworks and Pyrotechnic Articles...3302.1, .........................................3304.2, 3305.1, 3305.3, 3305.4, 3305.5
1125 Manufacture of Model Rocket and High Power Rocket Motors . . . . . . . . . . . . . . . . . . . . . . . . . . . . .3301.1.4
1126 Use of Pyrotechnics Before a Proximate Audience . . .. . . . 3304.2, 3305.1, 3308.1, 3308.2.2, 3308.4, 3308.5
1127 High Power Rocketry . . . . . . . . . . . . . . . . . . . . . . 3301.1.4
2001 Clean Agent Fire Extinguishing Systems . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . .Table 901.6.1, 904.10
End of Amendments.
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GEORGIA STATE MINIMUM STANDARD PLUMBING CODE
(INTERNATIONAL PLUMBING CODE WITH GEORGIA STATE AMENDMENTS)
The International Plumbing Code, 2006 Edition, published by the International Code Council, when used in conjunction with these Georgia State Amendments, shall constitute the official Georgia State Minimum Standard Plumbing Code.
GEORGIA STATE AMENDMENTS
CODE REFERENCE:
(a) Replace all references to the ICC Electrical Code with references to the Georgia State Minimum Standard Electrical Code (National Electrical Code with Georgia State Amendments).
(b) Replace all references to the International Energy Conservation Code (IECC) with references to the Georgia State Minimum Standard Energy Code (IECC with Georgia State Supplements and Amendments). The Georgia State Minimum Standard Energy Code shall be used for efficiency and coefficient of performance ratings of plumbing equipment.
GEORGIA STATE MINIMUM
REQUIREMENTS FOR BOILERS/WATER HEATERS AND
PRESSURE VESSELS
The State's minimum requirements for boilers/water heaters and pressure vessels over 200,000 BTU/h (58.61 kW), 210 degrees Fahrenheit or 120 gallons capacity shall be established by O.C.G.A. Title 34, Chapter 11 and the Rules and Regulations of the Georgia Department of Labor.
*Revise the International Plumbing Code, 2006 Edition, as follows:
CHAPTER 1
ADMINISTRATION
*Delete Chapter 1 'Administration' without substitution. Chapter 1 to remain in the Code as a reference and guide for local governments in development of their own Administrative Procedures.
(Effective January 1, 2007)
CHAPTER 2
DEFINITIONS
SECTION 202
GENERAL DEFINITIONS
*Revise definition of 'Branch Vent' to read as follows:
BRANCH VENT. A vent connecting two or more individual vents with a vent stack, stack vent or terminating in the open air.
(Effective January 1, 2007)
CHAPTER 3
GENERAL REGULATIONS
SECTION 300
GENERAL APPLICABILITY STANDARDS
*Add new Section 300 'General Applicability Standards' as follows:
300.1 Scope. The provisions of this code shall apply to the erection, installation, alteration, repairs, relocation, replacement, addition to, use or maintenance of plumbing systems within the state of Georgia. This code shall also regulate nonflammable medical gas, inhalation anesthetic, vacuum piping, nonmedical oxygen systems and sanitary and condensate vacuum collection systems. The installation of fuel gas distribution piping and equipment, fuel-gas-fired water heaters and water heater venting systems shall be regulated by the International Fuel Gas Code.
300.2 Appendices. Appendices are not enforceable unless they are specifically referenced in the body of the code oradopted by the Department of Community Affairs or the authority having jurisdiction.
300.3 Intent. The purpose of this code is to provide minimum standards to safeguard life or limb, health, property and public welfare by regulating and controlling the design, construction, installation, quality of materials, location, operation and maintenance or use of plumbing equipment and systems.
300.4 Severability. If any section, subsection, sentence, clause or phrase of this code is for any reason held to be unconstitutional, such decision shall not affect the validity of the remaining portions of this code.
300.5 General. The provisions of this code shall apply to all matters affecting or relating to structures, as set forth in Section 300. Where, in any specific case, different sections of this code specify different materials, methods of construction or other requirements, the most restrictive shall govern.
300.6 Maintenance. All plumbing systems, materials and appurtenances, both existing and new, and all parts thereof, shall be maintained in proper operating condition in accordance with the original design in a safe and sanitary condition. All devices or safeguards required by this code shall be maintained in compliance with the code edition under which they were installed. The owner or the owner's designated agent shall be responsible for maintenance of plumbing systems. To determine compliance with this provision, the code official shall have the authority to require any plumbing system to be reinspected.
300.7 Material and equipment reuse. Materials, equipment and devices shall not be reused unless such elements have been reconditioned, tested, placed in good and proper working condition and approved.
(Effective January 1, 2007)
SECTION 304
RODENTPROOFING
*Revise Section 304.4 'Openings for pipes' to read as follows:
304.4 Openings for pipes. In or on structures where openings have been made in walls, floors or ceilings for the passage of pipes, such openings shall be sealed through the use of metal collars or other approved methods.
(Effective January 1, 2007)
SECTION 305
PROTECTION OF PIPES AND PLUMBING SYSTEM
COMPONENTS
*Revise Section 305.6.1 'Sewer depth' to read as follows:
305.6.1 Sewer depth. Building sewers shall be a minimum of 6 inches (152.4 mm) below grade.
(Effective January 1, 2007)
SECTION 306
TRENCHING, EXCAVATION AND BACKFILL
*Revise Section 306.3 'Backfilling' to read as follows:
306.3 Backfilling. Loose earth free from rocks, broken concrete, frozen chunks and other rubble, shall be placed in the trench in 6-inch (152.4 mm) layers and tamped in place until the crown of the pipe is covered by a minimum of 6 inches (152.4 mm) of tamped earth. The backfill under and beside the pipe shall be compacted for pipe support. Backfill shall be brought up evenly on both sides of the pipe so that the pipe remains aligned. In instances where the manufacturer's installation instructions for materials are more restrictive than those prescribed by the code, the material shall be installed in accordance with the more restrictive requirement.
(Effective January 1, 2007)
*Add new Section 306.5 'Open trenches' as follows:
306.5 Open trenches. All excavations required to be made for the installation of a building sewer, building drainage system, or any part thereof within the walls of a building shall be open trench work and shall be kept open until the piping has been inspected, tested and approved.
(Effective January 1, 2007)
SECTION 308
PIPING SUPPORT
*Delete Section 308.6 'Sway bracing'without substitution.
(Effective January 1, 2007)
*Delete Section 308.7 'Anchorage'without substitution.
(Effective January 1, 2007)
SECTION 311
TOILET FACILITIES FOR WORKERS
*Delete Section 311 'Toilet Facilities For Workers' without substitution.
(Effective January 1, 2007)
SECTION 312
TESTS AND INSPECTIONS
*Revise Section 312.1 'Required tests' to read as follows:
312.1 Required tests. The permit holder shall make the applicable tests prescribed in Sections 312.2 through 312.9 to determine compliance with the provisions of this code. The permit holder shall give reasonable advance notice to the code official when the plumbing work is ready for tests. The equipment, material, power and labor necessary for the inspection and test shall be furnished by the permit holder and the permit holder shall be responsible for determining that the work will withstand the test pressure prescribed in the following tests. All plumbing system piping shall be tested with either water or by air. After the plumbing fixtures have been set and their traps filled with water, the entire drainage system shall be submitted to final tests. The code official shall require the removal of any cleanouts if necessary to ascertain whether the pressure has reached all parts of the system.
(Effective January 1, 2007)
*Revise Section 312.5 'Water supply system test' to read as follows:
312.5 Water supply system test. Upon completion of a section of or the entire water supply system, the system, or portion completed shall be tested and proved tight under a water pressure not less than the working pressure of the system; or, by an air test of not less than 50 psi (344 kPa). This pressure shall be held for at least 15 minutes. The water or air utilized for tests shall be from a non-contaminated source. The required tests shall be performed in accordance with this section and Section 107.
(Effective January 1, 2007)
SECTION 314
CONDENSATE DISPOSAL
*Delete Section 314 'Condensate Disposal' without substitution.
(Effective January 1, 2007)
CHAPTER 4
FIXTURES, FAUCETS AND FIXTURE FITTINGS
SECTION 401
GENERAL
*Add new Section 401.4 'Prohibited locations' as follows:
401.4 Prohibited Locations. No floor drains or other plumbing fixtures except electric water heaters shall be installed in a room containing air handling machinery when such room is used as a plenum.
Exception: Deep-seal trap floor drains consisting of a minimum 4-inch (102 mm) seal and supplied with a trap primer connected to a water distribution pipe shall be permitted.
(Effective January 1, 2007)
SECTION 403
MINIMUM PLUMBING FACILITIES
*Revise Table 403.1'Minimum Number of Required Plumbing Fixturesª' to delete the requirements for 'service sink' without substitution.
(Effective January 1, 2007)
*Revise Table 403.1 'Minimum Number of Required Plumbing Fixturesª' by adding the following requirement under the column labeled 'Other' for line number '7' descriptions; 'One- and two-family dwellings' and 'Apartment house':
Detached single-family, duplex and multi-family dwelling structures three stories or less in height shall have not less than two exterior hose bibs, sill cocks or outside hydrants with one being located on the side or rear of the structure.
(Effective January 1, 2007)
*Revise exception of Section 403.4.1 'Location of toilet facilities in occupancies other than covered malls' to read as follows:
403.4.1 Location of toilet facilities in occupancies other than covered malls.
Exception: The location and maximum travel distances to required employee toilet facilities in factory, storage and industrial occupancies are permitted to exceed that required by this section, provided that the location and maximum travel distance are approved.
(Effective January 1, 2007)
SECTION 406
AUTOMATIC CLOTHES WASHERS
*Revise Section 406.3 'Waste connection' to read as follows:
406.3 Waste connection. The waste from an automatic clothes washer shall discharge through an air break into a standpipe in accordance with Section 802.4 or into a laundry sink. The trap and fixture drain for an automatic clothes washer standpipe shall be a minimum of 2 inches (51 mm) in diameter. The automatic clothes washer fixture drain shall connect to a building drain, branch drain or drainage stack a minimum of 3 inches (76 mm) in diameter. Automatic clothes washers that discharge by gravity shall be permitted to drain to a waste receptor or an approved trench drain.
(Effective January 1, 2007)
SECTION 410
DRINKING FOUNTAINS
*Revise Section 410.1 'Approval' to read as follows:
410.1 Approval. Drinking fountains shall conform to ASME A112.19.1M, ASME A112.19.2M or ASME A112.19.9M and water coolers shall conform to ARI 1010. Drinking fountains and water coolers shall conform to NSF 61, Section 9. Where water is served in restaurants and/or nightclubs, drinking fountains shall not be required. In other occupancies, where drinking fountains are required, water coolers or bottled water dispensers shall be permitted to be substituted for not more than 50 percent of the required drinking fountains.
(Effective January 1, 2007)
CHAPTER 5
WATER HEATERS
SECTION 501
GENERAL
*Add new Section 501.9 'Water heaters over 200,000 BTU/h' to read as follows:
501.9 Water heaters over 200,000 BTU/h. The State's minimum requirements for boiler/water heaters and pressure vessels over 200,000 BTU/h (58.61 kW), 210 degrees Fahrenheit or 120 gallons capacity shall be established by O.C.G.A. Title 34, Chapter 11 and the Rules and Regulations of the Georgia Department of Labor.
(Effective January 1, 2007)
SECTION 502
INSTALLATION
*Revise Section 502.3 'Water heaters installed in attics' to read as follows:
502.3 Water heaters installed in attics. Attics containing a water heater shall be provided with an opening and unobstructed passageway large enough to allow removal of the water heater. The passageway to the water heater shall not be less than 30 inches (762 mm) high and 22 inches (559 mm) wide. The passageway shall have continuous solid flooring not less than 24 inches (610 mm) wide. A level service space at least 30 inches (762 mm) deep and 30 inches (762 mm) wide shall be present at the front or service side of the water heater. The clear access opening dimensions shall be a minimum of 20 inches by 30 inches (508 mm by 762 mm) where such dimensions are large enough to allow removal of the water heater.
(Effective January 1, 2007)
SECTION 504
SAFETY DEVICES
*Delete Section 504.6 'Requirements for discharge piping' and substitute the following:
504.6 Requirements for discharge piping. The relief valve shall discharge full size, separately to a safe place of disposal such as a concrete floor, outside the building, an indirect waste receptor, or other approved location. The discharge shall terminate in a manner that does not cause injury to occupants in the immediate area or structural damage to the building. When the relief valve discharge piping goes upward, a thermal expansion control device shall be installed on the cold water distribution or service pipe in accordance with Section 607.3.2. If the discharge pipe is trapped, provisions shall be made to drain the low point of the trapped portion of the discharge pipe.
(Effective January 1, 2007)
*Delete Section 504.7 'Required pan' and substitute the following:
504.7 Required pan. Pans shall be installed under storage-type water heaters or water storage tanks installed in attics or above ceilings. The pan shall be galvanized steel having a minimum thickness of 24 gauge, or other pans approved for such use. Pans are not required under tankless water heaters.
(Effective January 1, 2007)
SECTION 506
MINIMUM CAPACITIES FOR RESIDENTIAL WATER
HEATERS
*Add new Section 506 'Minimum Capacities For Residential Water Heaters' as follows:
506.1 General. Water heaters installed in residential occupancies shall be sized in accordance with Table 506. Other methods used to heat water shall be sized to meet the total draw and recovery rates as listed in Table 506.
(Effective January 1, 2007)
*Add new Table 506 'Minimum Capacities For Residential Water Heaters1'.
See page 17.
(Effective January 1, 2007)
CHAPTER 6
WATER SUPPLY AND DISTRIBUTION
SECTION 605
MATERIALS, JOINTS AND CONNECTIONS
*Revise Section 605.9 'Prohibited joints and connections' to add exception to Item #4 'Saddle-type fittings' as follows:
605.9 Prohibited joints and connections.
4. Saddle-type fittings.
Exception: Saddle-type fittings can be used to connect refrigerator ice makers to an existing residential unit water distribution system provided the manufacturer's installation instructions for the distribution piping do not prohibit the use of saddle fittings. Saddle fittings can be used to install thermal expansion tanks to an existing residential unit water distribution system if approved by the manufacturer of the tank.
(Effective January 1, 2007)
*Revise Section 605.14.3 'Soldered joints' to read as follows:
605.14.3 Soldered joints. Solder joints shall be made in accordance with the methods of ASTM B 828 except a flux conforming to NSF 61 shall be used. All cut tube ends shall be reamed to the full inside diameter of the tube end. All joint surfaces shall be cleaned. The joint shall be soldered with a solder conforming to ASTM B 32. The joining of water supply piping shall be made with lead-free solder and fluxes. "Lead free" shall mean a chemical composition equal to or less than 0.2 percent lead.
(Effective January 1, 2007)
*Revise Section 605.15.4 'Soldered joints' to read as follows:
605.15.4 Soldered joints. Solder joints shall be made in accordance with the methods of ASTM B 828 except a flux conforming to NSF 61 shall be used. All cut tube ends shall be reamed to the full inside diameter of the tube end. All joint surfaces shall be cleaned. The joint shall be soldered with a solder conforming to ASTM B 32. The joining of water supply piping shall be made with lead-free solders and fluxes. "Lead free" shall mean a chemical composition equal to or less than 0.2 percent lead.
(Effective January 1, 2007)
SECTION 606
INSTALLATION OF THE BUILDING WATER DISTRIBUTION
SYSTEM
*Revise Section 606.2 'Location of shutoff valves' to add Location #4 as follows:
606.2 Location of shutoff valves.
4. Shutoff valves to water supplies for refrigerators with automatic icemakers shall be accessible on the same floor as said refrigerators.
(Effective January 1, 2007)
SECTION 607
HOT WATER SUPPLY SYSTEM
*Delete Section 607.1 'Where required' and substitute the following:
607.1 Where required. In occupied structures, hot water shall be supplied to all plumbing fixtures and equipment utilized for bathing, washing, culinary purposes, cleansing, laundry or building maintenance. In nonresidential occupancies, hot water or tempered water shall be supplied for bathing and washing purposes except for hand-washing facilities. Accessible hand-washing facilities regardless of the occupancy shall not be required to be supplied with hot water.
(Effective January 1, 2007)
*Revise Section 607.2.3 'Recirculating pump' to read as follows:
607.2.3 Recirculating pump. Where a thermostatic mixing valve is installed at the water heater and is used in a system with a hot water recirculating pump, the hot water or tempered water return line shall be routed to the cold water inlet pipe of the water heater and the cold water inlet pipe or the hot water return connection of the thermostatic mixing valve.
(Effective January 1, 2007)
SECTION 608
PROTECTION OF POTABLE WATER SUPPLY
*Revise Section 608.16.5 'Connections to lawn irrigation systems' to read as follows:
608.16.5 Connections to lawn irrigation systems. The potable water supply to lawn irrigation systems shall be protected against backflow by an atmospheric-type vacuum breaker, a pressure-type vacuum breaker, a double-check backflow prevention assembly or a reduced pressure principle backflow preventer. A valve shall not be installed downstream from an atmospheric vacuum breaker. Where interconnected chemical dispensers are used in conjunction with lawn irrigation systems, the potable water supply shall be protected against backflow by a reduced pressure principle backflow preventer.
(Effective January 1, 2007)
SECTION 610
DISINFECTION OF POTABLE WATER SYSTEM
*Revise first paragraph of Section 610.1 'General' to read as follows:
610.1 General. New or repaired potable water systems shall be flushed and purged of deleterious matter. Systems that cannot be adequately flushed and purged may require disinfection in accordance with a prescribed method. In the absence of a prescribed method, the procedure described in either AWWA C651 or AWWA C652, or as described in this section shall apply. (Remainder of section left unchanged.)
(Effective January 1, 2007)
CHAPTER 7
SANITARY DRAINAGE
SECTION 701
GENERAL
*Revise Section 701.2 'Sewer required' to read as follows:
701.2 Sewer required. Every building in which plumbing fixtures are installed and all premises having drainage piping shall be connected to a public sewer, where available, or an approved private sewage disposal system.
(Effective January 1, 2007)
SECTION 703
BUILDING SEWER
*Revise Section 703.2 'Drainage pipe in filled ground' to read as follows:
703.2 Drainage pipe in filled ground. Where a building sewer or building drain is installed on unstable fill or unstable ground, the drainage pipe shall conform to one of the standards for ABS plastic pipe, cast-iron pipe, copper or copper-alloy tubing, or PVC plastic listed in Table 702.3.
(Effective January 1, 2007)
SECTION 705
JOINTS
*Revise Section 705.8.2 'Solvent cementing' to read as follows:
705.8.2 Solvent cementing. Joint surfaces shall be clean and free from moisture. If a primer is required by the solvent manufacturer, a purple primer that conforms to ASTM F 656 shall be applied. Solvent cement not purple in color and conforming to ASTM D 2564, CSA B137.3, CSA B181.2 or CSA B182.1 shall be applied to all joint surfaces. The joint shall be made while the cement is wet and shall be in accordance with ASTM D 2855. Solvent-cement joints shall be permitted above or below ground.
(Effective January 1, 2007)
*Revise Section 705.9.3 'Soldered joints' to read as follows:
705.9.3 Soldered joints. Solder joints shall be made in accordance with the methods of ASTM B 828 except a flux conforming to NSF 61 shall be used. All cut tube ends shall be reamed to the full inside diameter of the tube end. All joint surfaces shall be cleaned. The joint shall be soldered with a solder conforming to ASTM B 32. The joining of water supply piping shall be made with lead-free solders and fluxes. "Lead free" shall mean a chemical composition equal to or less than 0.2 percent lead.
(Effective January 1, 2007)
*Revise Section 705.10.3 'Soldered joints' to read as follows:
705.10.3 Soldered joints. Solder joints shall be made in accordance with the methods of ASTM B 828 except a flux conforming to NSF 61 shall be used. All cut tube ends shall be reamed to the full inside diameter of the tube end. All joint surfaces shall be cleaned. The joint shall be soldered with a solder conforming to ASTM B 32. The joining of water supply piping shall be made with lead-free solders and fluxes. "Lead free" shall mean a chemical composition equal to or less than 0.2 percent lead.
(Effective January 1, 2007)
*Revise Section 705.14.2 'Solvent cementing' to read as follows:
705.14.2 Solvent cementing. Joint surfaces shall be clean and free from moisture. If a primer is required by the solvent manufacturer, a purple primer that conforms to ASTM F 656 shall be applied. Solvent cement not purple in color and conforming to ASTM D 2564, CSA B137.3, CSA B181.2 or CSA B182.1 shall be applied to all joint surfaces. The joint shall be made while the cement is wet and shall be in accordance with ASTM D 2855. Solvent-cement joints shall be permitted above or below ground.
(Effective January 1, 2007)
SECTION 706
CONNECTIONS BETWEEN DRAINAGE PIPING AND
FITTINGS
*Revise Section 706.3 'Installation of fittings' to delete exception and read as follows:
706.3 Installation of fittings. Fittings shall be installed to guide sewage and waste in the direction of flow. Change in direction shall be made by fittings installed in accordance with Table 706.3. Change in direction by combination fittings, side inlets or increasers shall be installed in accordance with Table 706.3 based on the pattern of flow created by the fitting. Double sanitary tee patterns shall not receive the discharge of back-to-back fixtures or appliances with pressure or pumping action discharge. Water closets shall not be combined with fixtures other than water closets on a double drainage fitting.
(Effective January 1, 2007)
*Delete Section 706.4 'Heel- or side-inlet quarter bends' without substitution.
(Effective January 1, 2007)
SECTION 708
CLEANOUTS
*Delete Section 708.3.1 'Horizontal drains within buildings' and substitute the following:
708.3.1 Horizontal drains within buildings. Each horizontal drainage pipe shall be provided with a cleanout at the upstream end of the pipe and shall be provided with cleanouts located not more than 100 feet (30 480 mm) apart.
Exceptions: The following plumbing arrangements are acceptable in lieu of the upstream cleanout:
1. "P" traps connected to the drainage piping with slip joints or ground joint connections.
2. "P" traps into which floor drains, shower drains, or tub drains with removable strainers discharge.
3. "P" traps into which the straight-through type waste and overflow discharge with the overflow connecting to the top of the tee.
4. "P" traps into which residential washing machines discharge.
5. Test tees or cleanouts in a vertical pipe above the flood-level rim of the fixtures that the horizontal pipe serves and not more than 4 feet (1219 mm) above the finish floor.
6. Cleanout near the junction of the building drain and the building sewer which may be rodded both ways.
7. Water closets for the water closet fixture branch only.
(Effective January 1, 2007)
*Revise Section 708.3.2 'Building sewers' to read as follows:
708.3.2 Building sewers. Building sewers shall be provided with cleanouts located not more than 100 feet (30 480 mm) apart measured from the upstream entrance of the cleanout. An additional cleanout shall be provided within 10 feet (3048 mm) of the public right of way. For building sewers 8 inches (203 mm) and larger, manholes shall be provided and located at each change in direction and at intervals of not more than 400 feet (122 m). Manholes and manhole covers shall be of an approved type.
(Effective January 1, 2007)
*Delete Section 708.3.4 'Base of stack'without substitution.
(Effective January 1, 2007)
*Revise Section 708.3.5 'Building drain and building sewer junction' to read as follows:
708.3.5 Building drain and building sewer junction. There shall be a cleanout installed at or near the junction of the building drain and the building sewer. The cleanout shall be outside the building wall unless otherwise approved and shall be brought up to finished ground level. An approved two-way cleanout is allowed to be used at this location to serve as a required cleanout for both the building drain and building sewer.
(Effective January 1, 2007)
*Revise first sentence of Section 708.7 'Minimum size' to read as follows:
708.7 Minimum size. Cleanouts shall be the same nominal size as the pipe they are connected to, up to 4 inches (102 mm). For pipes larger... (Remainder of Section left unchanged).
(Effective January 1, 2007)
CHAPTER 9
VENTS
SECTION 904
VENT TERMINALS
*Revise first sentence of Section 904.1 'Roof extension' by replacing "[NUMBER] inches (mm)" with "6 inches (152 mm)". (Remainder of Section left unchanged)
(Effective January 1, 2007)
SECTION 906
FIXTURE VENTS
*Delete exception to Section 906.1 'Distance of trap from vent' without substitution.
(Effective January 1, 2007)
SECTION 910
WASTE STACK VENT
*Revise first sentence of Section 910.2 'Stack installation' to read as follows:
910.2 Stack installation. The waste stack shall be vertical. Every fixture drain... (Remainder of Section left unchanged).
(Effective January 1, 2007)
SECTION 911
CIRCUIT VENTING
*Revise last sentence of Section 911.2 'Vent connection' to read as follows:
911.2 Vent connection.
(Beginning of Section left unchanged)
...with Section 905. The circuit vent may receive waste discharge from fixtures located within the same branch interval, provided that the wet portion remains the same size as the horizontal branch.
(Effective January 1, 2007)
SECTION 912
COMBINATION DRAIN AND VENT SYSTEM
*Revise Section 912.2.2 'Connection' to read as follows:
912.2.2 Connection. The combination drain and vent system shall be provided with a dry vent connected at any point within the system or the system shall connect to a horizontal drain that is vented in accordance with one of the venting methods specified in this chapter. Combination drain and vent systems connecting to building drains or waste stacks shall be provided with a dry vent. The vent connection to the combination drain and vent pipe shall extend vertically a minimum of 6 inches (152 mm) above the flood level rim of the highest fixture being vented before offsetting horizontally.
(Effective January 1, 2007)
*Add new Section 912.4 'Appendix reference' as follows:
912.4 Appendix reference. Additional provisions for safe waste systems are contained in Appendix H 'Section 912: Combination Drain and Vent System'.
(Effective January 1, 2007)
*Add new Appendix H 'Section 912: Combination Drain and Vent System'. See pages 18 through 20.
(Effective January 1, 2007)
CHAPTER 10
TRAPS, INTERCEPTORS AND SEPARATORS
SECTION 1002
TRAP REQUIREMENTS
*Revise first paragraph of Section 1002.1 'Fixture traps' to read as follows:
1002.1 Fixture traps. Each plumbing fixture shall be separately trapped by a water-seal trap, except as otherwise permitted by this code. The trap shall be placed as close as possible to the fixture outlet. The vertical distance from the fixture outlet to the trap weir shall not exceed 24 inches (610 mm). The distance of a clothes washer standpipe above a trap shall conform to Section 802.4. A fixture shall not be double trapped.
(Effective January 1, 2007)
*Revise Section 1002.4 'Trap seals' to read as follows:
1002.4 Trap seals. Each fixture trap shall have a liquid seal of not less than 2 inches (51 mm) and not more than 4 inches (102 mm), or deeper for special designs relating to accessible fixtures. Where a trap seal is subject to loss by evaporation, the trap seal shall be protected by a trap seal primer or other approved method. A trap seal primer valve shall conform to ASSE 1018 or ASSE 1044.
(Effective January 1, 2007)
*Delete Section 1002.8 'Recess for trap connection' without substitution.
(Effective January 1, 2007)
SECTION 1003
INTERCEPTORS AND SEPARATORS
*Delete exception to Section 1003.4 'Oil separators required' and revise to read as follows:
1003.4 Oil separators required. In elevator pits where oil containment complies with the Georgia Department of Labor Elevator Rules and Regulations, no additional oil separator shall be required.At repair garages, car-washing facilities, at factories where oily and flammable liquid wastes are produced and in hydraulic elevator pits, separators shall be installed into which all oil-bearing, grease-bearing or flammable wastes shall be discharged before emptying into the building drainage system or other point of disposal.
(Effective January 1, 2007)
CHAPTER 13
REFERENCED STANDARDS
*Revise Referenced Standard 'NSF' to read as follows:
1
| NSF | NSF International 789 Dixboro Road Ann Arbor, MI 48105 |
| Standard reference number | Title | Referenced in code section number |
61-2003e Drinking Water System Components-Health Effects.........424.1, 605.3, 605.4, 605.5, 611.3, 705.9.3 (GA Amendment), 705.10.3 (GA Amendment)
(Effective January 1, 2007)
End of Amendments.
TABLE 506
MINIMUM CAPACITIES FOR RESIDENTIAL WATER
HEATERS1
*See footnote (1) located below table for manufacturer's specifications.
| Fuel | Gas | Elec. | Oil | Gas | Elec. | Oil | Gas | Elec. | Oil | Gas | Elec. | Oil | |
| # of Bedrooms | 1 | 2 | 3 | ---- | |||||||||
| 1 to 1 1/2 Baths | Storage (gal) | 20 | 20 | 30 | 30 | 30 | 30 | 30 | 40 | 30 | ---- | ---- | ---- |
| Input | 27 | 2.5 | 70 | 36 | 3.5 | 70 | 36 | 4.5 | 70 | ---- | ---- | ---- | |
| Draw (gph) | 43 | 30 | 89 | 60 | 44 | 89 | 60 | 58 | 89 | ---- | ---- | ---- | |
| Recovery (gph) | 23 | 10 | 59 | 30 | 14 | 59 | 30 | 18 | 59 | ---- | ---- | ---- | |
| # of Bedrooms | 2 | 3 | 4 | 5 | |||||||||
| 2 to 2 1/2 Baths | Storage (gal) | 30 | 40 | 30 | 40 | 50 | 30 | 40 | 50 | 50 | 50 | 66 | 30 |
| Input | 36 | 4.5 | 70 | 36 | 5.5 | 70 | 38 | 5.5 | 70 | 47 | 5.5 | 70 | |
| Draw (gph) | 60 | 58 | 89 | 70 | 72 | 89 | 72 | 72 | 89 | 90 | 88 | 89 | |
| Recovery (gph) | 30 | 18 | 59 | 30 | 22 | 59 | 32 | 22 | 59 | 40 | 22 | 59 | |
| # of Bedrooms | 3 | 4 | 5 | 6 | |||||||||
| 3 to 3 1/2 Baths | Storage (gal) | 40 | 50 | 30 | 50 | 66 | 30 | 50 | 66 | 30 | 50 | 80 | 40 |
| Input | 38 | 5.5 | 70 | 38 | 5.5 | 70 | 47 | 5.5 | 70 | 50 | 5.5 | 70 | |
| Draw (gph) | 72 | 72 | 89 | 82 | 88 | 89 | 90 | 88 | 89 | 92 | 102 | 99 | |
| Recovery (gph) | 32 | 22 | 59 | 32 | 22 | 59 | 40 | 22 | 59 | 42 | 22 | 59 | |
1 gal=3.7854 L
1 gph=1.05 mL/s
NOTE:
1. Storage capacity, input and recovery requirements indicated in the table are typical and may vary with each individual manufacturer. Any combination of these requirements to produce the 1-hour draw stated shall be satisfactory. Recovery based on 100 °F (37.8 °C) water temperature rise. The input rating is in units of 1000 BTU/h for gas and oil, and 1000W/h for electric. EXAMPLE: For a 3-bedroom, 2-bath residence, there are three choices as follows: A 40 gal storage/30 gph recovery gas heater; a 50 gal storage/22 gph recovery electric heater; or a 30 gal storage/59 gph recovery oil heater; or an equivalent combination which will produce at least a 70 gph total draw.
APPENDIX H
SECTION 912: COMBINATION DRAIN AND VENT SYSTEM
912.4 Safe Waste System.
912.4.1 Definitions.
SAFE WASTE SYSTEM. A horizontal waste system composed of a main waste line, branch waste lines, auxiliary vents and a master trap with a fresh air vent (See Figures 1 and 1A).
Click here to view
FIGURE 1 - SAFE WASTE SYSTEM EXAMPLE
Click here to view
FIGURE 1A - ALTERNATE SAFE WASTE SYSTEM FOR
INSTALLATION NOT EXCEEDING TWO FLOOR OPENINGS
EXAMPLE
912.4.2 Where required. As an alternative to other waste systems required by this code, the waste in establishments listed in Section 912.4.3may be collected in a safe waste system. Plans and specifications for each safe waste system shall be submitted to the Plumbing Official and approval shall be obtained before installation is started.
912.4.3 Location. All establishments where food is manufactured, or processed, having floor drains, hub drains, such as restaurants, cafes, snack bars, grocery stores, meat, poultry and fish markets, drugstores, bakeries, dairies, taverns and cocktail lounges, shall collect such floor drains, hub drains, or open site drains into a safe waste system. Other fixtures not specifically prohibited by Section 912.4.4may also be collected on the safe waste system.
912.4.4 Limits of use. Each safe waste system shall be limited to one floor. Water closets, urinals, bathtubs, showers, food grinders, disposal units or exterior drain units (such as condensing units drains) shall not be permitted on a safe waste system.
912.4.5 Safe waste system. The main waste line for the safe waste system is connected to the sanitary waste system through the master trap. Fixtures should be connected directly or indirectly as described in Chapter 7.
912.4.6 Master trap. The master trap shall not be less than 3 inches (76 mm) in size and shall be located inside the building unless otherwise approved. Provide two cleanouts at the master trap, one on the house side and one in the waste line downstream of the master trap weir. The top of the cleanouts shall be flush with the finish floor.
912.4.7 Master trap venting. The master trap shall he vented with two vents. A fresh air vent no less than the trap size shall extend from the house side of the trap to the outside of the building, by either (a) extending through the roof independent of any sanitary vent; (b) extending through the outside wall, 12 inches (305 mm) above the flood rim of any connected fixture and terminating with a perforated or bar grate cover or (c) connecting to a fresh air auxiliary vent. A 2-inch (51 mm) sanitary vent shall extend from the sewer side of the master trap through the roof or connect with a dry sanitary vent, in accordance with Chapter 9.
912.4.8 Auxiliary vent. The auxiliary vent shall be the same size as the master trap and extend from the main waste line through the roof independent of any sanitary vent or may terminate through an outside wall using an acceptable bar grate. When safe waste systems are located on two or more floors of a building, the fresh air and auxiliary vents may be connected together and extend to the outside of the building independent of any sanitary vent.
912.4.9 Waste lines and connections. See Chapter 7for size and capacity. The main waste line shall be the same size as the master trap. The branch waste lines shall not exceed a maximum length of 48 pipe diameters, also refer to Table 710.1for the maximum number of fixture units. Nowhere shall the slope of the safe waste system exceed a 1/4-inch (6.4 mm) per foot. Branch waste line exceeding 48 pipe diameters in length will require a 2-inch (51 mm) vent to extend through the roof, or be connected into the auxiliary vent. Trap primers are not required for traps on the house side of the master trap.
912.4.10 Walk-in coolers. Walk-in coolers requiring a floor drain inside the cooler shall have an untrapped floor drain type casting with a bar grate strainer, and a ball check back water valve. The waste line from the drain located inside the cooler shall extend to a floor drain located outside the cooler. The outside floor drain shall have a bar grate strainer, flashing ring, when required, with an auxiliary inlet for the waste line from the inside drains connected above the trap.
912.4.11 Poultry, Meat or Fish Markets, or Processing Plants.
912.4.11.1 Establishments which clean, process or market poultry, meat, or fish shall have their waste collected in a safe waste system. An interceptor trap shall be installed for these establishments in lieu of a master trap. Cleanouts and venting shall be as for a master trap.
Interceptor traps are described in Chapter 10. Drains from racks and tables must spill onto the floor and the floor shall be graded to the floor drains to catch all refuse from the killing or the cleaning operations. Floor drains shall have removable grate tops. An adequate water supply shall be provided for cleaning floors. All water supply inlets shall be protected with backflow preventers as described in Section 608. Interceptors shall be a maximum of 24 x 24 inches (610 mm x 610 mm).
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GEORGIA STATE MINIMUM STANDARD
ONE AND TWO FAMILY DWELLING CODE
(INTERNATIONAL RESIDENTIAL CODE For oNE- AND TWO-FAMILY DWELLINGS WITH GEORGIA STATE AMENDMENTS)
The INTERNATIONAL RESIDENTIAL CODE FOR ONE- AND TWO-FAMILY DWELLINGS, 2006 Edition, published by the International Code Council, when used in conjunction with these Georgia State Amendments, shall constitute the official Georgia State Minimum Standard One and Two Family Dwelling Code.
Part VII, Plumbing (Chapters 25 through 32), is deleted from the INTERNATIONAL RESIDENTIAL CODE FOR ONE- AND TWO-FAMILY DWELLINGS. Substitute for plumbing requirements the Georgia State Minimum Standard Plumbing Code (International Plumbing Code with Georgia State Amendments).
Part VIII, Electrical (Chapters 33 through 42), is deleted from the INTERNATIONAL RESIDENTIAL CODE FOR ONE- AND TWO-FAMILY DWELLINGS. Substitute for electrical requirements the Georgia State Minimum Standard Electrical Code (National Electrical Code with Georgia State Amendments).
GEORGIA STATE AMENDMENTS
CODE REFERENCE:
(a) Replace all references to the ICC Electrical Code with references to the Georgia State Minimum Standard Electrical Code.
(b) Replace all references to the International Energy Conservation Code (IECC) with references to the Georgia State Minimum Standard Energy Code (IECC with Georgia State Supplements and Amendments). The Georgia State Minimum Standard Energy Code shall be used for heating and air conditioning equipment.
SCOPE:
The provisions of the GeorgiaState Minimum Standard One and Two Family Dwelling Code shall apply to the construction, alteration, movement, enlargement, replacement, repair, equipment, use and occupancy, location, maintenance, removal and demolition of detached one- and two-family dwellings and multiple single-family dwellings (townhouses) not more than three stories in height with separate means of egress and their accessory structures.
APPENDICES:
Appendices are not enforceable unless they are specifically referenced in the body of the code or adopted by the Department of Community Affairs or the authority having jurisdiction.
GEORGIA STATE MINIMUM
REQUIREMENTS FOR BOILERS/WATER HEATERS AND
PRESSURE VESSELS
The State's minimum requirements for boilers/water heaters and pressure vessels over 200,000 BTU/h (58.61 kW), 210 degrees Fahrenheit or 120 gallons capacity shall be established by O.C.G.A. Title 34, Chapter 11 and the Rules and Regulations of the Georgia Department of Labor.
PLEASE NOTE: The provisions of Section R301.2.1.1, Design criteria, of the 2006 edition of the International Residential Code for One- and Two-Family Dwellings, shall not become effective until July 1, 2007. For the period from January 1, 2007, through June 30, 2007, the provisions of Section R301.2.1.1, Design criteria, of the 2000 edition of the International Residential Code for One- and Two-Family Dwellings, shall remain in effect.
*Revise the International Residential Code for One- and Two-Family Dwellings, 2006 Edition, as follows:
CHAPTER 1
ADMINISTRATION
*Delete Chapter 1 'Administration' without substitution. Chapter 1 to remain in the Code as a reference and guide for local governments in development of their own Administrative Procedures.
(Effective January 1, 2007)
CHAPTER 2
DEFINITIONS
SECTION R202
DEFINITIONS
*Revise definition of 'Accessory Structure' to read as follows:
ACCESSORY STRUCTURE. In one- and two-family dwellings not more than three stories high with separate means of egress, a building, the use of which is incidental to that of the main building and which is located on the same lot.
(Effective January 1, 2007)
*Revise definition of 'Branch Vent' to read as follows:
BRANCH VENT. A vent connecting two or more individual vents with a vent stack, stack vent or terminating in the open air.
(Effective January 1, 2007)
*Add definition of 'Valve' as follows:
VALVE
Point of Delivery Service Shutoff. The point of delivery for natural gas systems is the outlet of the service meter assembly or the outlet of the service regulator or service shutoff valve where a meter is not provided. Where a valve is provided at the outlet of the service meter assembly, such valve shall be considered to be downstream of the point of delivery. The point of delivery for undiluted liquefied petroleum gas systems is the outlet of the first stage pressure regulator that provides utilization pressure, exclusive of line gas regulators, in the system.
(Effective January 1, 2007)
CHAPTER 3
BUILDING PLANNING
SECTION R306
SANITATION
*Add new Section R306.5 as follows:
R306.5. One- and two-family dwellings shall have not less than two exterior hose bibs, sill cocks or outside hydrants with one being located on the side or rear of the structure.
(Effective January 1, 2007)
*Add new Section R306.6 'General' as follows:
R306.6 General. Toilet facilities shall be provided for construction workers and such facilities shall be maintained in a sanitary condition. Construction worker toilet facilities of the nonsewer type shall conform to ANSI Z4.3.
(Effective January 1, 2007)
SECTION R309
GARAGES AND CARPORTS
*Revise Section R309.2 'Separation required' to add exceptions as follows:
R309.2 Separation required.
Exception #1:
Separation is not required in garages protected by an automatic sprinkler system that meets the following criteria:
1. Maximum protected area is 600 square feet (55.74 m2).
2. Maximum number of sprinkler heads per domestic system is six.
3. Minimum pipe size supplying domestic water system shall be 3/4-inch (19 mm) nominal diameter.
4. Maximum area of coverage per sprinkler head of 100 square feet (9.29 m2).
5. No control valve to isolate the sprinkler head(s) unless supervised.
6. Protected area is defined by physical barriers that extend from floor to ceiling of construction that will resist the passage of smoke.
7. Doors through physical barriers shall be equipped with self-closing devices and be positive-latching.
Exception #2:
A disappearing/pull-down stairway with minimum 3/8-inch (9.53 mm) (nominal) fire-retardant-treated structural panel is deemed to meet the 20-minute thermal barrier test based on ASTM E 119, Test Methods for Fire Tests of Building Construction and Materials, or deemed to have the fire resistance of or equivalent to 1/2-inch (12.7 mm) gypsum wall board.
(Effective January 1, 2007)
SECTION R311
MEANS OF EGRESS
*Revise Section R311.5.3.1 'Riser height' to add exception as follows:
R311.5.3.1 Riser height.
Exception:
The first and the last riser may vary by an amount no greater than 3/4 inch (19 mm) from the other risers in the flight of stairs.
(Effective January 1, 2007; AMENDMENT EXPIRES JANUARY 1, 2010)
*Revise first sentence of Section R311.5.3.2 'Tread depth' to read as follows:
R311.5.3.2 Tread depth. The minimum tread depth shall be 9 inches (229 mm). The tread depth...
(Remainder of section left unchanged.)
(Effective January 1, 2007; AMENDMENT EXPIRES JANUARY 1, 2010)
SECTION R312
GUARDS
*Revise Section R312.1 'Guards' to add at end as follows:
R312.1 Guards.
(Beginning of section left unchanged.)
...or grade below. The finish grade surface to a retaining wall attached to a house that has a vertical drop on its opposite side of more than 30 inches (762 mm) below the grade shall have a guard (guardrail) not less than 36 inches (914 mm) in height.
(Effective January 1, 2007)
CHAPTER 4
FOUNDATIONS
SECTION R404
FOUNDATION AND RETAINING WALLS
*Revise Section R404.1 'Concrete and masonry foundation walls' to read as follows:
R404.1 Concrete and masonry foundation walls. Concrete and masonry foundation walls shall be selected and constructed in accordance with the provisions of Section R404 or in accordance with ACI 318, ACI 332, NCMA TR68-A or ACI 530/ASCE 5/TMS 402 or other approved structural standards. When ACI 318, ACI 332 or ACI 530/ASCE 5/TMS 402 or the provisions of Section R404 are used to design concrete or masonry foundation walls, project drawings, typical details and specifications are not required to bear the seal of the architect or engineer responsible for design, unless otherwise required by the state law of the jurisdiction having authority.
(Effective January 1, 2007)
*Delete Table R404.1(1) 'Top Reactions And Prescriptive Support For Foundations Wallsa' without substitution.
(Effective January 1, 2007)
*Delete Table R404.1(2) 'Maximum Plate Anchor-Bolt Spacing For Supported Foundation Walla' without substitution.
(Effective January 1, 2007)
*Delete Table R404.1(3) 'Maximum Aspect Ratio, L/W For Unbalanced Foundations' without substitution.
(Effective January 1, 2007)
CHAPTER 5
FLOORS
SECTION R502
WOOD FLOOR FRAMING
*Revise Section R502.2.2 'Decks' to add at beginning as follows:
R502.2.2 Decks. Decks shall be constructed in accordance with this code or Chapter 3 of the 1996 Forest Products Society, "Wood Decks, Materials, Construction, and Finishing" manual. Where supported by...
(Remainder of section left unchanged.)
(Effective January 1, 2007)
*Add new Section R502.2.2.1 'Deck ledger connection to band joist (conventional framing)' as follows:
R502.2.2.1 Deck ledger connection to band joist (conventional framing). For residential applications and a total design load of 50 psf (2.39 kPa), the connection between a pressure preservative treated southern pine (or approved decay-resistant species) deck ledger and a 2-inch (51 mm) nominal band joist bearing on a sill plate or wall plate shall be constructed with 1/2-inch (13 mm) bolts with washers per Table R502.2.2.1.
(Effective January 1, 2007)
*Add new Table R502.2.2.1 'Fastener Spacing For A Residential Southern Pine Deck Ledger And A 2-Inch (51 mm) Nominal Solid-Sawn Band Joist (50 psf (2.39 kPa) Total Load)1,2.'
See page 14.
(Effective January 1, 2007)
*Add new Figure R502.2.2.1 'Placement Of Bolts In Deck Ledgers (Bands).'
See page 14.
(Effective January 1, 2007)
*Add new Section R502.2.2.2 'Deck ledger connection to band joist (wood I-joists with rim board)' as follows:
R502.2.2.2 Deck ledger connection to band joist (wood I-joists with rim board). For residential applications and a total design load of 50 psf (2.39 kPa), when attaching the ledger to manufactured wood floor assemblies that include manufactured rim boards supported by a structural bearing, the installation shall comply with the manufacturer's design and installation specifications. When rim boards are not fully supported by direct bearing, the installation shall be detailed by a registered design professional.
(Effective January 1, 2007)
*Add new Section R502.2.2.3 'Deck ledger connection to open web floor truss system' as follows:
R502.2.2.3 Deck ledger connection to open web floor truss system. For residential applications and a total design load of 50 psf (2.39 kPa), when attaching the ledger to manufactured open web floor truss systems, the installation shall comply with the manufacturer's design and installation specifications. The deck ledger connection to the floor truss system shall be designed and approved by the truss system manufacturer's registered design professional.
(Effective January 1, 2007)
CHAPTER 6
WALL CONSTRUCTION
SECTION R602
WOOD WALL FRAMING
*Revise first sentence of Footnote 'a' of Table R602.3(1) 'Fastener Schedule For Structural Members' to read as follows:
TR602.3(1) Fastener Schedule For Structural Members.
Footnote 'a':
All nails are smooth-common, box or deformed shanks except where otherwise stated or as required to be hot-dipped zinc-coated galvanized steel, stainless steel, silicon bronze or copper in accordance with Section R319.3. Nails used for...
(Remainder of footnote left unchanged.)
(Effective January 1, 2007)
*Delete Section R602.10.5 'Continuous wood structural panel sheathing' and substitute the following:
R602.10.5 Continuous structural panel sheathing. When continuous wood structural panel sheathing is provided in accordance with Method 3 of Section R602.10.3, including areas above and below openings, braced wall panel lengths shall be in accordance with Table R602.10.5. Wood structural panel sheathing at corners shall be installed in accordance with Figure R602.10.5. The bracing amounts in Table R602.10.1 for Method 3 shall be permitted to be multiplied by a factor of 0.9 for walls with a maximum opening height that does not exceed 85 percent of the wall height or a factor of 0.8 for walls with a maximum opening height that does not exceed 67 percent of the wall height.
Exception: Vertical wall segments, in the first story of one- or two-story buildings, next to garage openings shall be permitted to have a 6:1 height-to-width ratio (with height being measured from top of header to sill plate) when constructed in accordance with the following provisions. Each panel shall have a length of not less than 16 inches (406 mm) and a height of not more than 10 feet (3048 mm). Each panel shall be sheathed on one face with a single layer of 3/8-inch (9.53 mm) minimum thickness wood structural panel sheathing nailed with 8d common or galvanized box nails in accordance with Figure R602.10.6.2. The wood structural panel sheathing shall extend up over the solid sawn or glued laminated header and shall be nailed in accordance with Figure R602.10.6.2. The header shall extend between the inside faces of the first full-length outer studs of each panel. The clear span of the header between the inner studs of each panel shall be not less than six feet (1829 mm) and not more than 18 feet (5486 mm) in length. A strap with an uplift capacity of not less than 1000 pounds (454 kg) shall fasten the header to the side of the inner studs opposite the sheathing. Two anchor bolts shall be installed in accordance with Section R403.1.6, and plate washers shall be a minimum of 2 inches by 2 inches by 3/16 inches (51 mm by 51 mm by 4.76 mm) thick and shall be used on each bolt. This exception is only permitted in Seismic Design Categories A-C.
(Effective January 1, 2007)
*Delete Footnote 'c' of Table R602.10.5 'Length Requirements For Braced Wall Panels In A Continuously Sheathed Walla,b,c' without substitution.
(Effective January 1, 2007)
SECTION R613
EXTERIOR WINDOWS AND GLASS DOORS
*Delete Section R613.2 'Window sills' without substitution.
(Effective January 1, 2007)
CHAPTER 7
WALL COVERING
SECTION R702
INTERIOR COVERING
*Revise first sentence of Section R702.2 'Interior plaster' to read as follows:
R702.2 Interior plaster. Gypsum plaster or portland cement plastering materials shall conform to ASTM C 5, C 28, C 35, C 37, C 59, C 61, C 587, C 588, C 631, C 847, C 897, C 933, C 1032 and C 1047, and shall be installed or applied in conformance with ASTM C 843, C 844, C 926 and C 1063. Plaster shall not...
(Remainder of section left unchanged.)
(Effective January 1, 2007)
SECTION R703
EXTERIOR COVERING
*Add Footnote 'a' to 'Joint Treatment' heading of Table R703.4 'Weather-Resistant Siding Attachment And Minimum Thickness' as follows:
TR703.4 Weather-Resistant Siding Attachment And Minimum Thickness.
Footnote 'a':
Where joints are required to be sealed, ASTM C 1193 shall be deemed to meet the intent of Section R703.
(Effective January 1, 2007)
*Revise first sentence of Section R703.9 'Exterior insulation finish systems, general' to read as follows:
R703.9 Exterior insulation finish systems, general. Exterior Insulation Finish Systems (EIFS) shall be from manufacturers with a current ICC Evaluation Report and shall be installed in accordance with ANSI 99A, ASTM C 1397, ASTM C 1535, ASTM E 2273, ICC EIFS Evaluation Reports, manufacturer's installation instructions and the requirements of this section. Decorative trim shall not...
(Remainder of section left unchanged.)
(Effective January 1, 2007)
CHAPTER 8
ROOF-CEILING CONSTRUCTION
SECTION R802
WOOD ROOF FRAMING
*Revise Section R802.3 'Framing details' to add sentence between first and second sentences as follows:
R802.3 Framing details.
(First sentence left unchanged.)
...as a tie. Where rafters meet to form a ridge they shall be placed directly opposite each other, or centerline offset not more than 11/2 inches (38 mm). Ridge board shall...
(Remainder of section left unchanged.)
(Effective January 1, 2007)
CHAPTER 11
ENERGY EFFICIENCY
*Delete Chapter 11 'Energy Efficiency' without substitution. For energy code compliance refer to the Georgia State Minimum Standard Energy Code.
(Effective January 1, 2007)
CHAPTER 13
GENERAL MECHANICAL SYSTEM REQUIREMENTS
SECTION M1305
APPLIANCE ACCESS
*Revise first and last sentences of Section M1305.1.3 'Appliances in attics' to read as follows:
M1305.1.3 Appliances in attics. Attics containing appliances requiring access shall be provided with an opening and a clear and unobstructed passageway large enough to allow the removal of the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide to the appliance. The passageway shall...
(Middle of section left unchanged.)
...access is required. The clear access opening dimensions shall be a minimum of 20 inches by 30 inches (508 mm by 762 mm), where such dimensions are large enough to allow the removal of the largest appliance and be accessible by pull down stairs or other permanent steps.
(Effective January 1, 2007)
*Revise first sentence of Section M1305.1.4 'Appliances under floors' to read as follows:
M1305.1.4 Appliances under floors. Underfloor spaces containing appliances requiring access shall be provided with an unobstructed passageway large enough to remove the largest appliance, but not less than 30 inches (762 mm) high and 22 inches (559 mm) wide. A level service...
(Remainder of section left unchanged.)
(Effective January 1, 2007)
CHAPTER 14
HEATING AND COOLING EQUIPMENT
SECTION M1401
GENERAL
*Revise Section M1401.4 'Exterior installations' to read as follows:
M1401.4 Exterior installations. Equipment installed outdoors shall be listed and labeled for outdoor installation. Supports and foundations shall prevent excessive vibration, settlement or movement of the equipment. Equipment and appliances installed at grade level shall be supported on a level concrete slab or other approved material extending above grade a minimum of 2 inches (51 mm) or shall be suspended a minimum of 6 inches (152 mm) above adjoining grade.
(Effective January 1, 2007)
CHAPTER 16
DUCT SYSTEMS
SECTION M1601
DUCT CONSTRUCTION
*Revise Section M1601.1 'Duct design' to read as follows:
M1601.1 Duct design. Duct systems serving heating, cooling and ventilation equipment shall be fabricated and installed in accordance with the International Mechanical Code (IMC) Chapter 6 and Georgia State Amendments to IMC Chapter 6.
(Effective January 1, 2007)
CHAPTER 24
FUEL GAS
SECTION G2419 (408)
DRIPS AND SLOPED PIPING
*Revise second and third sentences of Section G2419.4 (408.4) 'Sediment trap' to read as follows:
G2419.4 (408.4) Sediment trap.
(Beginning of section left unchanged.)
...equipment as practical. The sediment trap shall be either a tee fitting with a minimum 3 inch (76 mm) long capped nipple in the bottom outlet or other configuration approved as an effective sediment trap. Illuminating appliances, ranges, clothes dryers, decorative appliances for installation in vented fireplaces, decorative vented appliances, and outdoor grills need not be so equipped unless required by manufacturer's installation instructions.
(Effective January 1, 2007)
SECTION G2420 (409)
GAS SHUTOFF VALVES
*Add new Section G2420.2.1 'Point of delivery service valve' as follows:
G2420.2.1 Point of delivery service valve. Where the point of delivery is the outlet of the service meter assembly, or the outlet of the service regulator a service shutoff valve shall be installed. Such valve is considered to be part of the customer piping system.
(Effective January 1, 2007)
SECTION G2423 (413)
CNG GAS-DISPENSING SYSTEMS
*Delete Section G2423.1 (413.1) 'General' and substitute the following:
G2423.1 General. Under Georgia law, the Rules and Regulations of the Georgia Safety Fire Commissioner's Office govern the storage, delivery and dispensing of compressed natural gas. Refer to the Rules and Regulations of the Georgia Safety Fire Commissioner's Office and NFPA 52 for all requirements concerning compressed natural gas motor vehicle Fuel-dispensing stations.
(Effective January 1, 2007)
SECTION G2447 (623)
COOKING APPLIANCES
*Delete Section G2447.2 (623.2) 'Prohibited location' without substitution.
(Effective January 1, 2007)
*Delete Section G2447.3 (623.3) 'Domestic appliances' without substitution.
(Effective January 1, 2007)
CHAPTER 43
REFERENCED STANDARDS
*Revise Chapter 43 'Referenced Standards' to add as follows:
American National Standards Institute
25 West 43rd Street, Fourth Floor
ANSI New York, NY 10036
Standard Referenced
reference in code
number Title section number
99A-01 American National Standard for Exterior Insulation and R703.9, GA Amendments Finish Systems (EIFS)
Z4.3-87/95 Nonsewered Waste Disposal Systems R306.6, GA Amendments
ASTM International
100 Barr Harbor Drive
ASTM West Conshohocken, PA 19428-2859
Standard Referenced
reference in code
number Title section number
C 926-98a (2005) Standard Specification for Application of Portland R702.2, GA Amendments Cement-Based Plaster
C 1193-05a Standard Guide for Use of Joint Sealants TR703.4, GA Amendments
C 1397-05 Standard Practice for Application of Class PB Exterior R703.9, GA Amendments Insulation and Finish Systems
C 1535-05 Standard Practice for Application of Exterior Insulation and R703.9, GA Amendments Finish Systems Class PI
E 119-00 Test Methods for Fire Tests of Building Construction and R309.2, GA Amendments Materials
E 2273-03 Standard Test Method for Determining the Drainage R703.9, GA Amendments Efficiency of Exterior Insulation and Finish Systems (EIFS) Clad Wall Assemblies
Forest Products Society
2801 Marshall Court
FPS Madison, WI 53705-2295
Standard Referenced reference in code
number Title section number
1996 Edition Wood Decks: Materials, Construction, and Finishing R502.2.2, GA Amendments
National Fire Protection Association
Batterymarch Park
NFPA Quincy , MA 02269
Standard Referenced
reference in code
number Title section number
52 Compressed Natural Gas (CNG) Vehicular Fuel Systems G2423.1, GA Amendments
(Effective January 1, 2007)
APPENDIX G
SWIMMING POOLS, SPAS AND HOT TUBS
*The Department of Community Affairs hereby adopts Appendix G 'Swimming Pools, Spas and Hot Tubs.'
(Effective January 1, 2007)
End of Amendments.
TABLE R502.2.2.1
FASTENER SPACING FOR A RESIDENTIAL SOUTHERN
PINE DECK LEDGER AND A 2-INCH
(51 mm) NOMINAL SOLID-SAWN BAND JOIST (50 psf
(2.39 kPa) TOTAL LOAD)1,2
| JOIST SPAN (feet) | 6' and Less | 6'-1'' to 8' | 8'-1'' to 10' | 10'-1'' to 12' | 12'-1'' to 14' | 14'-1'' to 16' | 16'-1'' to 18' |
| ON-CENTER SPACING OF FASTENERS3,4 | |||||||
| 1/2'' BOLT WITH WASHERS | 36'' | 36'' | 34'' | 29'' | 24'' | 21'' | 19'' |
Notes:
1. The maximum gap between the face of the ledger board and face of the house band joist shall be 1/2-inch (13 mm).
2. Ledgers shall be flashed to prevent water from contacting the house band joist.
3. Bolts shall be staggered as depicted in Figure R502.2.2.1.
4. Deck ledger shall be 2x8 PPT No. 2 Southern Pine (minimum) or other approved method and material as established by standard engineering practice.
FIGURE R502.2.2.1
PLACEMENT OF BOLTS IN DECK LEDGERS (BANDS)
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GEORGIA STATE MINIMUM STANDARD
MECHANICAL CODE
(INTERNATIONAL MECHANICAL CODE WITH GEORGIA
STATE AMENDMENTS)
The INTERNATIONAL MECHANICAL CODE, 2006 Edition, published by the International Code Council, when used in conjunction with these Georgia State Amendments, shall constitute the official Georgia State Minimum Standard Mechanical Code.
GEORGIA STATE AMENDMENTS
CODE REFERENCE:
(a) Replace all references to the ICC Electrical Code with references to the Georgia State Minimum Standard Electrical Code (National Electrical Code with Georgia State Amendments).
(b) Replace all references to the International Energy Conservation Code (IECC) with references to the Georgia State Minimum Standard Energy Code (IECC with Georgia State Supplements and Amendments). The Georgia State Minimum Standard Energy Code shall be used for efficiency and coefficient of performance ratings of mechanical equipment.
SCOPE:
The provisions of the Georgia State Minimum Standard Mechanical Code shall regulate the design, installation, maintenance, alteration and inspection of mechanical systems that are permanently installed and utilized to provide control of environmental conditions and related processes within buildings. This code shall also regulate those mechanical systems, system components, equipment and appliances specifically addressed herein. The installation of fuel gas distribution piping and equipment, fuel gas-fired appliances and fuel gas-fired appliance venting systems shall be regulated by the Georgia State Minimum Standard Gas Code (International Fuel Gas Code with Georgia Amendments).
APPENDICES:
Appendices are not enforceable unless they are specifically referenced in the body of the code or adopted by the Department of Community Affairs or the authority having jurisdiction.
GEORGIA STATE MINIMUM
REQUIREMENTS FOR BOILERS/WATER HEATERS AND
PRESSURE VESSELS
The State's minimum requirements for boilers/water heaters and pressure vessels over 200,000 BTU/h (58.61 kW), 210 degrees Fahrenheit or 120 gallons capacity shall be established by O.C.G.A. Title 34, Chapter 11 and the Rules and Regulations of the Georgia Department of Labor.
*Revise the International Mechanical Code, 2006 Edition, as follows:
CHAPTER 1
ADMINISTRATION
*Delete Chapter 1 'Administration' without substitution. Chapter 1 to remain in the Code as a reference and guide for local governments in the development of their own Administrative Procedures.
(Effective January 1, 2007)
CHAPTER 3
GENERAL REGULATIONS
SECTION 301
GENERAL
*Add new Section 301.16 'Related Fire Codes' to read as follows:
301.16 Related fire codes. Any reference to the International Fire Code and/or NFPA standards in any chapter of this code shall be to the latest edition as adopted and amended by the Georgia Insurance and Safety Fire Commissioner.
(Effective January 1, 2007)
SECTION 303
EQUIPMENT AND APPLIANCE LOCATION
*Revise Section 303.3 'Prohibited locations' as follows:
303.3 Prohibited locations.
Exception #4. Refer to the International Fuel Gas Code for gas-fired appliances.
(Effective January 1, 2007)
*Delete Section 303.5 'Indoor locations' and substitute the following:
303.5 Indoor locations. Fuel-fired furnaces and boilers installed in closets and alcoves shall be listed for such installation.
(Effective January 1, 2007)
SECTION 304
INSTALLATION
*Revise Section 304.9 'Clearances from grade' to read as follows:
304.9 Clearances from grade. Equipment and appliances installed at grade level shall be supported on a level concrete slab or other approved material extending above adjoining grade minimum of 2 inches (51 mm) or shall be suspended a minimum of 6 inches (152 mm) above adjoining grade.
(Effective January 1, 2007)
SECTION 306
ACCESS AND SERVICE SPACE
*Delete second and third paragraphs of Section 306.5'Equipment and appliances on roofs or elevated structures' to read as follows:
306.5 Equipment and appliances on roofs or elevated structures. (First paragraph leftunchanged.)
(Effective January 1, 2007)
SECTION [B] 309
TEMPERATURE CONTROL
*Revise Section [B] 309.1 'Space-heating systems'to add exceptions as follows:
[B] 309.1 Space-heating systems.
Exception #2: Semi-heated spaces as listed in ANSI/ASHRAE/IESNA 90.1.
Exception #3: In unfinished basements and enclosed unvented crawlspaces where the wall is insulated in lieu of the floor.
(Effective January 1, 2007)
CHAPTER 4
VENTILATION
SECTION 401
GENERAL
*Add a new Section 401.7 'Alternate Ventilation Procedure' to read as follows:
401.7 Alternate Ventilation Procedure. As an alternate to ventilation rates listed in Table 403.3, Required Outdoor Ventilation Air, designers may utilize ventilation rate procedures and tables in ASHRAE Standard 62.1. If the ASHRAE 62.1 method is used, the entire building shall comply with ASHRAE 62.1 and any additional equipment and/or systems required by ASHRAE 62.1 shall be installed.
(Effective January 1, 2007)
SECTION 405
SYSTEM CONTROL
*Add a new Section 405.2 'CO2 Sensors' to read as follows:
405.2 CO2 Sensors. Carbon dioxide sensors shall be utilized for control of ventilation systems, as outlined in ASHRAE Standard 62.1.
(Effective January 1, 2007)
CHAPTER 5
EXHAUST SYSTEMS
SECTION 502
REQUIRED SYSTEMS
*Revise Section [F] 502.5 'Valve-regulated lead-acid batteries in cabinets' to read as follows:
[F] 502.5 Valve-regulated lead-acid batteries in cabinets. Valve-regulated lead-acid (VRLA) batteries installed in cabinets, as regulated by the International Fire Code, shall be provided with ventilation in accordance with Section 502.5.1 or 502.5.2.
(Effective January 1, 2007)
SECTION 505
DOMESTIC KITCHEN EXHAUST EQUIPMENT
*Add new Section 505.2 'Commercial Installations of Domestic Systems' to read as follows:
505.2 Commercial Installations of domestic systems. Commercial installations of domestic systems shall comply with the current NFPA standards as adopted and amended by the Georgia Insurance and Safety Fire Commissioner.
(Effective January 1, 2007)
*Add new Section 505.3 'Exhaust Ducts' to read as follows:
505.3 Exhaust ducts. Exhaust ducts for domestic range hoods, installed in commercial applications shall be vented to the outside and shall be constructed of Type B vent or smooth-wall duct constructed of 0.0157 inch (0.4mm) galvanized steel.
(Effective January 1, 2007)
SECTION 506
COMMERCIAL KITCHEN HOOD VENTILATION SYSTEM
DUCTS AND EXHAUST EQUIPMENT
*Delete Section 506.1 'General' and substitute the following to read:
506.1 General. The State's minimum requirements for Type I commercial kitchen hood ventilation system ducts and exhaust equipment shall be designed, constructed and installed in accordance with the Life Safety Code NFPA 101 and NFPA 96. Other commercial kitchen hood ventilation system ducts and exhaust equipment shall comply with the requirements of this section.
(Effective January 1, 2007)
SECTION 507
COMMERCIAL KITCHEN HOODS
*Delete Section 507.1'General' and substitute the following:
507.1 General. The State's minimum requirements for Type I commercial kitchen hoods shall be designed, constructed and installed in accordance with the Life Safety Code NFPA 101 and NFPA 96. Other commercial kitchen hoods shall comply with the requirements of this section.
(Effective January 1, 2007)
*Delete Section 507.2.3 'Domestic cooking appliances used for commercial purposes' without substitution.
(Effective January 1, 2007)
SECTION 508
COMMERCIAL KITCHEN MAKEUP AIR
*Renumber Section 508.1 'Makeup air' as 508.2, renumber Section 508.2 'Compensating Hoods' as 508.3, and add new section 508.1 'General' as follows:
508.1 General. The State's minimum requirements for commercial kitchen makeup air Type I hoods shall be in accordance with the Life Safety Code NFPA 101 and NFPA 96. Commercial kitchen makeup air for Type II hoods shall comply with the requirements of this section.
(Effective January 1, 2007)
SECTION 509
FIRE SUPPRESSION SYSTEMS
*Delete Section 509.1 'Where required' and substitute the following to read:
509.1 Where required. The State's minimum requirements for fire suppression systems for commercial cooking equipment shall be established by the Life Safety Code and NFPA 96.
(Effective January 1, 2007)
CHAPTER 6
DUCT SYSTEMS
SECTION 603
DUCT CONSTRUCTION AND INSTALLATION
*Revise the first sentence Section 603.2 'Duct sizing' to read as follows:
603.2 Duct sizing. Ducts installed within a one- or two-family dwelling unit shall be designed and sized in accordance with ACCA Manual D or other approved methods. (Remainder of section left unchanged).
(Effective January 1, 2007)
*Revise section 603.6'Flexible air ducts and flexible air connectors' to read as follows:
603.6 Flexible air ducts and flexible air connectors.
(Beginning of section left unchanged.)
...Sections 606.6.2 through 603.6.4, Flexible air ducts and flexible air connectors, both metallic and nonmetallic, shall be installed and supported as specified in the SMACNA HVAC Duct Construction Standards-Metal and Flexible and the Air Diffusion Council Flexible Duct Performance and Installation Standards.
(Effective January 1, 2007)
*Revise second sentence of Section 603.9 'Joints, seams and connections' to read as follows:
603.9 Joints seams and connections. (First sentence left unchanged)....Duct construction standards. When required to be sealed, joints, longitudinal and transverse seams and connections in ductwork shall be securely fastened and sealed with welds, gaskets, mastics, (adhesives), mastic-plus-embedded-fabric systems or tapes, tape and mastics... ... (Remainder of section left unchanged).
(Effective January 1, 2007)
*Add new Section 603.9.1 'Sealing of low pressure metallic duct systems' to read as follows:
603.9.1 Sealing of low pressure metallic duct systems. Metallic ducts, fittings, elbows, register boots and boxes classified by a pressure rating of positive or negative 0.5 or 1.0 inches of water column, shall be sealed as specified for a Seal Class C in the SMACNA standard, HVAC Duct Construction Standards-Metal and Flexible. Longitudinal seams using a machine-made locking seam are not required to be sealed for these pressure classes.
Exception: Sealing is not required for negative low pressure exhaust ductwork.
(Effective January 1, 2007)
SECTION 606
SMOKE DETECTION SYSTEMS CONTROL
*Rename Section 606.2.1 'Return air systems' as 'Supply air systems' and revise first paragraph to read as follows:
606.2.1 Supply air systems: Smoke detectors shall be installed in supply air systems with a design capacity greater than 2,000 cfm (0.9 m/s)....
(Effective January 1, 2007)
*Revise Section 606.2.2 'Common supply and return air systems' as 'Common supply air systems' and delete all occurrences of the word "return" from the text.
(Effective January 1, 2007)
CHAPTER 8
CHIMNEYS AND VENTS
SECTION 804
DIRECT-VENT, INTEGRAL VENT AND MECHANICAL DRAFT
SYSTEMS
*Revise requirement #3 of Section 804.3.8 'Mechanical draft systems for manually fired appliances andfireplaces' to read as follows:
804.3.8 Mechanical draft systems for manually fired appliances and fireplaces. Requirement #3. A smoke detector powered by the building wiring and equipped with a battery back-upshall be installed in the room with the appliance or fireplace.
(Effective January 1, 2007)
CHAPTER 9
SPECIFIC APPLIANCES, FIREPLACES AND SOLID FUEL-
BURNING EQUIPMENT
SECTION 917
COOKING APPLIANCES
*Delete Section 917.2 'Prohibited location'without substitution.
(Effective January 1, 2007)
*Delete Section 917.3 'Domestic appliances'without substitution.
(Effective January 1, 2007)
CHAPTER 10
BOILERS, WATER HEATERS AND PRESSURE VESSELS
SECTION 1001
GENERAL
*Revise Section 1001.1'Scope' to add at the end of first paragraph as follows:
1001.1 Scope. ...and pressure vessels.The State's minimum requirements for boilers/water heaters and pressure vessels over 200,000 BTU/h (58.61 kW), 210 degrees Fahrenheit or 120 gallons capacity shall be established by O.C.G.A. Title 34, Chapter 11 and the Rules and Regulations of the Georgia Department of Labor.
(Effective January 1, 2007)
SECTION 1007
BOILER LOW-WATER CUTOFF
*Revise Section 1007.1 'General' to add at the end as follows:
1007.1 General. ...low-water cutoff control. In lieu of the low-water cutoff control, a flow switch or other mechanism as recommended by the manufacturer shall be allowed for water tube boilers.
(Effective January 1, 2007)
CHAPTER 11
REFRIGERATION
SECTION 1105
MACHINERY ROOM, GENERAL REQUIREMENTS
*Renumber Section [F] 1105.3 'Refrigerant detector' as 1105.3 and revise to read as follows:
[F] 1105.3 Refrigerant detector. Refrigerant detectors in machinery rooms shall be provided as required in accordance with ASHRAE 15.
(Effective January 1, 2007)
SECTION 1106
MACHINERY ROOM, SPECIAL REQUIREMENTS
*Renumber Section [F] 1106.5 'Remote Controls' to read as follows:
1106.5 Remote controls. Remote control of the mechanical equipment and appliances located in the machinery room shall be provided as required by "ASHRAE Standard 15".
(Effective January 1, 2007)
*Revise Section [F] 1106.6 'Emergency signs and labels' as 1106.6 and revise to read as follows:
[F] 1106.6 Emergency signs and labels. Refrigeration units and systems shall be provided with approved emergency signs, charts, and labels in accordance with ASHRAE 15.
(Effective January 1, 2007)
CHAPTER 12
HYDRONIC PIPING
SECTION 1206
PIPING INSTALLATION
*Revise Section 1206.8 'Steam piping pitch' to add at the end as follows:
1206.8 Steam piping pitch. ...the steam piping. Branch piping from steam mains shall be taken off at the top of the pipe.
(Effective January 1, 2007)
CHAPTER 13
FUEL OIL PIPING AND STORAGE
SECTION 1301
GENERAL
*Revise Section 1301.1 'Scope' to add at the end as follows:
1301.1 Scope. ...International Fire Code. The State's minimum requirements for fuel oil piping and storage shall be as established by the Georgia State Minimum Fire Safety Standards and the Rules and Regulations of the Georgia Insurance and Safety Fire Commissioner. Any areas not addressed by the Georgia State Minimum Fire Safety Standards shall be regulated by this chapter.
(Effective January 1, 2007)
CHAPTER 14
SOLAR SYSTEMS
SECTION 1402
INSTALLATION
*Add new Section 1402.8 'Protection of drains' to read as follows:
1402.8 Protection of drains. Drains serving heat transfer fluids over 140°F (60°C) or which are toxic or corrosive shall be protected in accordance with the requirements of The International Plumbing Code.
(Effective January 1, 2007)
*Add new Section 1402.9'Warning label' to read as follows:
1402.9 Warning label. Drains in solar systems where high temperature, high pressure, or hazardous fluids are discharged shall have a warning label. For hazardous fluids, the label shall describe the hazardous properties of the fluid and emergency first aid procedures.
Valves regulating such a discharge shall not be readily accessible to unauthorized personnel.
(Effective January 1, 2007)
CHAPTER 15
REFERENCED STANDARDS
*Revise Chapter 15 'Referenced Standards' to add as follows:
Air Diffusion Council
1000 East Woodfield Road
ADC Schaumburg, IL 60173-5921
Standard Referenced reference in code
number Title section number
Flexible Duct Performance and Installation Standards (Fourth Edition 2003) 603.6, GA Amendments
____________
American Society of Heating, Refrigeration and Air Conditioning Engineers, Inc.
1791 Tullie Circle, NE
ASHRAE Atlanta, GA 30329-2305
Standard Referenced reference in code
number Title section number
90.1--2004 Energy Standard for Buildings Except Low-rise
Residential Buildings 309.1, GA Amendments
62.1--2004 Ventilation for Acceptable Indoor Air Quality 401.7, GA Amendments
405.2, GA Amendments
15--2001 Safety Standard for Refrigeration Systems 1105.3, 1106.5, 1106.6, GA Amendments
National Fire Protection Association
Batterymarch Park
NFPA Quincy, MA 02269
Standard Referenced reference in code
number Title section number
96 Standard for Ventilation and Fire Protection of Commercial Cooking Operations 506.1, 507.1, 508.1, 509.1,
GA Amendments
101 Life Safety Code 506.1, 507.1, 508.1, 509.1,
GA Amendments
Sheet Metal & Air Conditioning Contractors National Assoc. Inc.
4021 Fafayette Center Road
SMACNA Chantilly, VA 22021
Standard Referenced reference in code
number Title section number
SMACNA--95 HVAC Duct Construction Standards-Metal and Flexible 603.6, GA Amendments
(Effective January 1, 2007)
*Add new Appendix C 'Design and Installation of Residential Flexible Ductwork Systems.' ***This appendix is not enforceable unless it has been specifically adopted by the authority having jurisdiction.***
(Effective January 1, 2007)
APPENDIX C
DESIGN AND INSTALLATION OF RESIDENTIAL FLEXIBLE
DUCTWORK SYSTEMS
A. SCOPE
1. This information is intended to assist contractors, installers and code officials in the proper design and installation of flexible ductwork systems. The information presented in this document comes primarily from sources in the International Mechanical Code including referenced standards and Georgia Amendments.
2. It is recommended as a guide that HVAC system documentation, including owner's manuals, manufacturer's installation instructions and a sketch of the duct system design that details duct size and approximate duct lengths be provided to the building owner or posted on the air handling unit or furnace. (See sample Duct System Design Sketch). Documentation should also include Manual J calculations.
B. GENERAL
1. The routing and length of flexible duct, the numbers of degrees of each bend and the amount of sag allowed between support joints will have serious effects on system performance due to the increased resistance each introduces. Use the minimum length of flexible duct to make connections. Do not install excess lengths of ducts to allow for possible future relocations of air terminal devices.
2. Flexible air duct trunk lines should not be limited in length. It is recommended as a guide that flexible air duct branch takeoffs (run-outs), flexible air ducts direct to boots from the plenum and flexible ducts in radial duct systems be limited in length to 25 feet (7620 mm). The preferred duct geometry is a "Trunk and Branch" system (see ACCA Manual D Figures 1-4 and 10-7).
3. Flexible air ducts, both metallic and nonmetallic, should be tested in accordance with UL 181. Such ducts should be listed and labeled as Class 0 or Class 1 flexible air ducts.
4. Flexible duct is for indoor use only; do not install product where exposure to direct sunlight can occur. Prolonged exposure to sunlight may cause deterioration of vapor barrier.
5. The inner core may degrade if the duct is positioned near a bio-treatment lamp (UV emitter) installed within the HVAC system.
6. Terminal devices should be supported independently of the flexible duct.
7. Repair torn or damaged vapor barrier/jacket with duct tapes listed and labeled to UL 181B; if internal core is penetrated, replace flexible duct or treat as a splice (see Section E below).
C. SYSTEM SIZING AND DESIGN
Flexible air duct systems should be sized and designed in accordance with ACCA Manual D for residential duct systems or other ICC referenced engineering standards based on the following:
1. Calculation of the supply air for each room should be based on the greater of the heating load or sensible cooling load for that room as determined by a heat loss-heat gain calculation per ACCA Manual J or the ASHRAE Handbook of Fundamentals.
2. Duct size should be determined by:
a) The supply air requirements of each room.
b) The available static pressure of the blower.
c) The total equivalent length of the various duct runs, duct fittings and terminal devices.
3. Flexible duct and flexible connectors should be sized to deliver the required airflow (as calculated in Step 1 above) in strict accordance with the manufacturer's sizing recommendations, the ACCA Manual D friction chart (Appendix 2, Chart 7) or other appropriate IMC standards. (Flexible duct sizing calculators are available from manufacturers or industry associations).
4. The dwelling should be constructed with adequate space and chases to accommodate all flex ducts without them being compressed or bent in a radius less than one duct diameter, and to avoid bending across sharp corners or incidental contact with metal fixtures, pipes or conduits.
5. Sufficient space should be provided adjacent to all mechanical components located in or forming a part of the air distribution system to assure adequate access for:
a) Construction and sealing
b) Inspection
c) Cleaning and maintenance
D. INSTALLATION
1. Install duct fully extended; do not install in the compressed state or use excess lengths. This will noticeably decrease friction losses.
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2. Avoid bending ducts across sharp corners or incidental contact with metal fixtures, pipes or conduits. Radius at center line should not be less than one duct diameter.
3. Do not install near hot equipment (e.g., furnaces, boilers, steam pipes, etc.) that is above the recommended flexible duct use temperature.
4. Do not use for vertical risers in air ducts systems serving more than two floors.
5. Avoid installations where exposure to direct or indirect sunlight or UV producing air treatment devices can occur. Prolonged exposure to sunlight or UV light may cause degradation of the core material or the vapor barrier.
6. Should not be installed within 4 inches (101.6 mm) of hot equipment (furnaces, boilers, steam pipes, etc.) that is above 250o F (121o C).
7. Should not penetrate walls where fire dampers are required.
8. Should not be installed in concrete, buried below grade or in contact with the ground.
E. CONNECTING AND SPLICING FLEXIBLE DUCT
1. All connections, joints and splices should be made in accordance with the manufacturer's installation instructions. (See flexible duct connections and splicing diagrams below).
2. All tapes, mastics and non-metallic fasteners (plastic clamps) used for field installation of flexible ducts should be listed and labeled to UL 181B, Closure Systems for Use With Flexible Air Ducts and Air Connectors. Non-metallic fasteners are limited to 6 inch w.g. (water gauge) maximum positive pressure.
3. Sheet metal collars to which flexible ducts are attached should be a minimum of 2 inches (50.8 mm) in length and should be beaded.
4. Sheet metal sleeves used for joining two sections of flexible duct should be a minimum of 4 inches (101.6 mm) in length and should be beaded on both ends.
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F. SUPPORTING FLEXIBLE DUCT
1. Flexible duct shall be supported at manufacturer's recommended intervals, but at no greater distance than 5 feet (1524 mm). Maximum permissible sag is 1/2 inch per foot of spacing between supports.
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2. Hanger or saddle material in contact with the flexible duct should be of sufficient width (minimum 1 1/2" (38 mm)) to prevent any restriction of the internal diameter of the duct when the weight of the supported section rests on the hanger. Individual ducts should be separately supported.
3. Flexible ducts may rest on ceiling joists or truss supports. Maximum spacing between supports should not exceed the maximum spacing per manufacturer's installation instructions.
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4. Support the duct between a metal connection and a bend by allowing the duct to extend straight for a few inches before making the bend.
Click here to view 5. Vertically installed duct should be stabilized by support straps at a maximum of 6 feet (1829 mm) on center.
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G. SOURCE MATERIAL
Information for these recommendations was compiled from these code sources:
International Mechanical Code, 2006 Edition, with Georgia Amendments.
Flexible Duct Performance and Installation Standards (4th ed.) - Air Diffusion Council
Manual D-Residential Duct Systems - Air Conditioning Contractors of America (ACCA)
HVAC Duct Construction Standards-Metal and Flexible (1995 ed.) - Sheet Metal and Air Conditioning Contractors' National Association, Inc. (SMACNA)
Additional information was also compiled from these documents
Uniform Mechanical Code, 2003 Edition, Appendix A: Standard for Installation of Factory-Made Air Ducts
Florida Mechanical Code, Section 610: Air Distribution Systems
End of Amendments.